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overflow: hidden; text-overflow: ellipsis; -webkit-line-clamp: 3; -webkit-box-orient: vertical; }</style><div class="col-xs-12 clearfix"><div class="u-floatLeft"><h1 class="PageHeader-title u-m0x u-fs30">Seismic response</h1><div class="u-tcGrayDark">452 Followers</div><div class="u-tcGrayDark u-mt2x">Recent papers in <b>Seismic response</b></div></div></div></div></div></div><div class="TabbedNavigation"><div class="container"><div class="row"><div class="col-xs-12 clearfix"><ul class="nav u-m0x u-p0x list-inline u-displayFlex"><li class="active"><a href="https://www.academia.edu/Documents/in/Seismic_response">Top Papers</a></li><li><a href="https://www.academia.edu/Documents/in/Seismic_response/MostCited">Most Cited Papers</a></li><li><a href="https://www.academia.edu/Documents/in/Seismic_response/MostDownloaded">Most Downloaded Papers</a></li><li><a href="https://www.academia.edu/Documents/in/Seismic_response/MostRecent">Newest Papers</a></li><li><a class="" href="https://www.academia.edu/People/Seismic_response">People</a></li></ul></div><style type="text/css">ul.nav{flex-direction:row}@media(max-width: 567px){ul.nav{flex-direction:column}.TabbedNavigation li{max-width:100%}.TabbedNavigation li.active{background-color:var(--background-grey, #dddde2)}.TabbedNavigation li.active:before,.TabbedNavigation li.active:after{display:none}}</style></div></div></div><div class="container"><div class="row"><div class="col-xs-12"><div class="u-displayFlex"><div class="u-flexGrow1"><div class="works"><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_19356930 coauthored" data-work_id="19356930" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/19356930/GEOTECHNICAL_GEOPHYSICAL_AND_SEISMOLOGICAL_DATA_USED_FOR_THE_ESTIMATE_OF_THE_HIGHEST_AMPLIFIED_FREQUENCY_IN_THE_BASIN_OF_GRENOBLE">GEOTECHNICAL, GEOPHYSICAL AND SEISMOLOGICAL DATA USED FOR THE ESTIMATE OF THE HIGHEST AMPLIFIED FREQUENCY IN THE BASIN OF GRENOBLE</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Being able to model the seismic soil response is a crucial step in characterizing local site response and in determining seismic risk scenarios. In the case of Grenoble basin, previous data collected by permanent and/or temporary networks... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_19356930" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Being able to model the seismic soil response is a crucial step in characterizing local site response and in determining seismic risk scenarios. In the case of Grenoble basin, previous data collected by permanent and/or temporary networks showed two scales of amplification effects: (1) at low frequencies due to the global effect of the sedimentary deep basin and (2) at</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/19356930" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="d243f81c38437dee8d4f8abdec88c32a" rel="nofollow" data-download="{"attachment_id":40575743,"asset_id":19356930,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/40575743/download_file?st=MTczMjc1MjU1Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="39622049" href="https://univ-grenoble-alpes.academia.edu/St%C3%A9phaneGarambois">Stéphane Garambois</a><script data-card-contents-for-user="39622049" type="text/json">{"id":39622049,"first_name":"Stéphane","last_name":"Garambois","domain_name":"univ-grenoble-alpes","page_name":"StéphaneGarambois","display_name":"Stéphane Garambois","profile_url":"https://univ-grenoble-alpes.academia.edu/St%C3%A9phaneGarambois?f_ri=517903","photo":"https://0.academia-photos.com/39622049/113538827/102810482/s65_st_phane.garambois.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-19356930">+1</span><div class="hidden js-additional-users-19356930"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/PGueguen">Philippe Gueguen</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-19356930'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-19356930').html(); 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container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_19356930 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="19356930"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 19356930; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=19356930]").text(description); $(".js-view-count-work_19356930").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_19356930").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="19356930"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">6</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="30372" href="https://www.academia.edu/Documents/in/Low_Frequency">Low Frequency</a>, <script data-card-contents-for-ri="30372" type="text/json">{"id":30372,"name":"Low Frequency","url":"https://www.academia.edu/Documents/in/Low_Frequency?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="48458" href="https://www.academia.edu/Documents/in/High_Frequency">High Frequency</a>, <script data-card-contents-for-ri="48458" type="text/json">{"id":48458,"name":"High Frequency","url":"https://www.academia.edu/Documents/in/High_Frequency?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="153168" href="https://www.academia.edu/Documents/in/Data_Collection">Data Collection</a>, <script data-card-contents-for-ri="153168" type="text/json">{"id":153168,"name":"Data Collection","url":"https://www.academia.edu/Documents/in/Data_Collection?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="158273" href="https://www.academia.edu/Documents/in/Seismic_Risk">Seismic Risk</a><script data-card-contents-for-ri="158273" type="text/json">{"id":158273,"name":"Seismic Risk","url":"https://www.academia.edu/Documents/in/Seismic_Risk?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=19356930]'), work: {"id":19356930,"title":"GEOTECHNICAL, GEOPHYSICAL AND SEISMOLOGICAL DATA USED FOR THE ESTIMATE OF THE HIGHEST AMPLIFIED FREQUENCY IN THE BASIN OF GRENOBLE","created_at":"2015-12-02T07:11:04.459-08:00","url":"https://www.academia.edu/19356930/GEOTECHNICAL_GEOPHYSICAL_AND_SEISMOLOGICAL_DATA_USED_FOR_THE_ESTIMATE_OF_THE_HIGHEST_AMPLIFIED_FREQUENCY_IN_THE_BASIN_OF_GRENOBLE?f_ri=517903","dom_id":"work_19356930","summary":"Being able to model the seismic soil response is a crucial step in characterizing local site response and in determining seismic risk scenarios. 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Massive mineral deposits have comparable velocities to silicate rocks but are denser. Hence they are characterized by higher acoustic impedances... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_68684851" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">This thesis examines the effects of geometry on the seismic response of mineral deposits. Massive mineral deposits have comparable velocities to silicate rocks but are denser. Hence they are characterized by higher acoustic impedances which should cause strong seismic anomalies. However, mineral deposits cause only weak diffractions in seismic data because of their small sizes and complex geometries. Conventional data processing may fail to detect mineral deposits because it attenuates the diffractions. -- P-wave reflection coefficients for a density-driven acoustic impedance contrast are large near normal incidence. The SV-wave has a stronger reflection coefficient with a reversed phase compared with the P-wave coefficient beyond normal incidence. Hence, large source to receiver offsets cannot record strong P-wave responses if the acoustic impedance contrast is density-driven. This finding is important in that, while deep targets are sought, source to receiver offsets must be small...</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/68684851" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="8fa2e9420cd00313947edeb56bd25a59" rel="nofollow" data-download="{"attachment_id":79079326,"asset_id":68684851,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/79079326/download_file?st=MTczMjc1MjU1Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="28962429" href="https://ub-bw.academia.edu/kebabonyeLaletsang">kebabonye Laletsang</a><script data-card-contents-for-user="28962429" type="text/json">{"id":28962429,"first_name":"kebabonye","last_name":"Laletsang","domain_name":"ub-bw","page_name":"kebabonyeLaletsang","display_name":"kebabonye Laletsang","profile_url":"https://ub-bw.academia.edu/kebabonyeLaletsang?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_68684851 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="68684851"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 68684851, container: ".js-paper-rank-work_68684851", }); 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Massive mineral deposits have comparable velocities to silicate rocks but are denser. Hence they are characterized by higher acoustic impedances which should cause strong seismic anomalies. However, mineral deposits cause only weak diffractions in seismic data because of their small sizes and complex geometries. Conventional data processing may fail to detect mineral deposits because it attenuates the diffractions. -- P-wave reflection coefficients for a density-driven acoustic impedance contrast are large near normal incidence. The SV-wave has a stronger reflection coefficient with a reversed phase compared with the P-wave coefficient beyond normal incidence. Hence, large source to receiver offsets cannot record strong P-wave responses if the acoustic impedance contrast is density-driven. This finding is important in that, while deep targets are sought, source to receiver offsets must be small...","downloadable_attachments":[{"id":79079326,"asset_id":68684851,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":28962429,"first_name":"kebabonye","last_name":"Laletsang","domain_name":"ub-bw","page_name":"kebabonyeLaletsang","display_name":"kebabonye Laletsang","profile_url":"https://ub-bw.academia.edu/kebabonyeLaletsang?f_ri=517903","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":406,"name":"Geology","url":"https://www.academia.edu/Documents/in/Geology?f_ri=517903","nofollow":false},{"id":319122,"name":"Surface Structure","url":"https://www.academia.edu/Documents/in/Surface_Structure?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":581652,"name":"Data Processing","url":"https://www.academia.edu/Documents/in/Data_Processing?f_ri=517903","nofollow":false},{"id":1127663,"name":"Field Data","url":"https://www.academia.edu/Documents/in/Field_Data?f_ri=517903"},{"id":1553474,"name":"Reflection Coefficient","url":"https://www.academia.edu/Documents/in/Reflection_Coefficient?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_80085309" data-work_id="80085309" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/80085309/Shared_risk_Complex_systems_in_seismic_response">Shared risk: Complex systems in seismic response</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/80085309" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="c6b50797f0c592aaf3d593824eee7bb1" rel="nofollow" data-download="{"attachment_id":86584558,"asset_id":80085309,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/86584558/download_file?st=MTczMjc1MjU1Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="199104710" href="https://independent.academia.edu/LouiseComfort">Louise K . 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Design and Evaluation of Concrete Dams - An Engineering Manual</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">This paper provides an overview of the US Army Corps of Engineers&#39; guidance for seismic design and evaluation of concrete dams, as presented in the Engineer Manual EM1110-2-6053. The re- quirements to design and evaluate concrete dams... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_60585520" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">This paper provides an overview of the US Army Corps of Engineers&#39; guidance for seismic design and evaluation of concrete dams, as presented in the Engineer Manual EM1110-2-6053. The re- quirements to design and evaluate concrete dams to have a predictable performance for specified levels of seismic hazard are discussed. The seismic input and performance levels associated with serviceability, damage control, and collapse prevention are defined. The analysis and evaluation procedures and acceptance criteria for each performance level are described. They consist of linear and nonlinear procedures for estimation of seismic response and acceptance criteria that use demand-capacity ratios, damage control thresholds, and irrecoverable level of movements and post-earthquake stability condition to assess dam safety. Finally, an example is provided to demonstrate the application of the manual to seismic evaluation of a concrete gravity dam.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/60585520" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="3901f1181e5a3991dd6a269be79d41cd" rel="nofollow" data-download="{"attachment_id":73963943,"asset_id":60585520,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/73963943/download_file?st=MTczMjc1MjU1Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="14561137" href="https://independent.academia.edu/YusofGhanaat">Yusof Ghanaat</a><script data-card-contents-for-user="14561137" type="text/json">{"id":14561137,"first_name":"Yusof","last_name":"Ghanaat","domain_name":"independent","page_name":"YusofGhanaat","display_name":"Yusof Ghanaat","profile_url":"https://independent.academia.edu/YusofGhanaat?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_60585520 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="60585520"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 60585520, container: ".js-paper-rank-work_60585520", }); 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guidance for seismic design and evaluation of concrete dams, as presented in the Engineer Manual EM1110-2-6053. The re- quirements to design and evaluate concrete dams to have a predictable performance for specified levels of seismic hazard are discussed. The seismic input and performance levels associated with serviceability, damage control, and collapse prevention are defined. The analysis and evaluation procedures and acceptance criteria for each performance level are described. They consist of linear and nonlinear procedures for estimation of seismic response and acceptance criteria that use demand-capacity ratios, damage control thresholds, and irrecoverable level of movements and post-earthquake stability condition to assess dam safety. 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response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":887393,"name":"Damage Control","url":"https://www.academia.edu/Documents/in/Damage_Control?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_28823281" data-work_id="28823281" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/28823281/Instability_of_buildings_during_seismic_response">Instability of buildings during seismic response</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" 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href="https://www.academia.edu/5757464/Three_Proposals_for_Characterizing_MDOF_Nonlinear_Seismic_Response">Three Proposals for Characterizing MDOF Nonlinear Seismic Response</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/5757464" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="34b5d358b447d60c6ca1726c8bd21ac7" rel="nofollow" data-download="{"attachment_id":49150648,"asset_id":5757464,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen 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class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=5757464]'), work: {"id":5757464,"title":"Three Proposals for Characterizing MDOF Nonlinear Seismic 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href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="409" href="https://www.academia.edu/Documents/in/Geophysics">Geophysics</a>, <script data-card-contents-for-ri="409" type="text/json">{"id":409,"name":"Geophysics","url":"https://www.academia.edu/Documents/in/Geophysics?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="58905" href="https://www.academia.edu/Documents/in/GDP_estimation">GDP estimation</a>, <script data-card-contents-for-ri="58905" type="text/json">{"id":58905,"name":"GDP estimation","url":"https://www.academia.edu/Documents/in/GDP_estimation?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="120549" 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class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_13790072" data-work_id="13790072" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/13790072/Damage_indices_and_damage_measures">Damage indices and damage measures</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">measures. Summary This article reviews the ground motion parameters that can be assumed as structural and non-structural damage measures. Measures of seismic damage potential based on ground motion records are first described, followed by... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_13790072" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">measures. Summary This article reviews the ground motion parameters that can be assumed as structural and non-structural damage measures. Measures of seismic damage potential based on ground motion records are first described, followed by a discussion of the damage measures relating to simple (linear) and more complex (non-linear) structural responses. The second section reviews the measures of damage phenomena which</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/13790072" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="9645dfdd74b8b62268c3402592dd174b" rel="nofollow" data-download="{"attachment_id":44946351,"asset_id":13790072,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/44946351/download_file?st=MTczMjc1MjU1Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="32894650" href="https://unina.academia.edu/EdoardoCosenza">Edoardo Cosenza</a><script data-card-contents-for-user="32894650" type="text/json">{"id":32894650,"first_name":"Edoardo","last_name":"Cosenza","domain_name":"unina","page_name":"EdoardoCosenza","display_name":"Edoardo Cosenza","profile_url":"https://unina.academia.edu/EdoardoCosenza?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_13790072 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="13790072"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 13790072, container: ".js-paper-rank-work_13790072", }); 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$(".js-view-count[data-work-id=13790072]").text(description); $(".js-view-count-work_13790072").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_13790072").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="13790072"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">7</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="73" href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="413300" href="https://www.academia.edu/Documents/in/Analytical_Model">Analytical Model</a>, <script data-card-contents-for-ri="413300" type="text/json">{"id":413300,"name":"Analytical Model","url":"https://www.academia.edu/Documents/in/Analytical_Model?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="469205" href="https://www.academia.edu/Documents/in/Governance_Structure">Governance Structure</a>, <script data-card-contents-for-ri="469205" type="text/json">{"id":469205,"name":"Governance Structure","url":"https://www.academia.edu/Documents/in/Governance_Structure?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=13790072]'), work: {"id":13790072,"title":"Damage indices and damage measures","created_at":"2015-07-08T02:24:37.399-07:00","url":"https://www.academia.edu/13790072/Damage_indices_and_damage_measures?f_ri=517903","dom_id":"work_13790072","summary":"measures. Summary This article reviews the ground motion parameters that can be assumed as structural and non-structural damage measures. Measures of seismic damage potential based on ground motion records are first described, followed by a discussion of the damage measures relating to simple (linear) and more complex (non-linear) structural responses. The second section reviews the measures of damage phenomena which","downloadable_attachments":[{"id":44946351,"asset_id":13790072,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":32894650,"first_name":"Edoardo","last_name":"Cosenza","domain_name":"unina","page_name":"EdoardoCosenza","display_name":"Edoardo Cosenza","profile_url":"https://unina.academia.edu/EdoardoCosenza?f_ri=517903","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false},{"id":413300,"name":"Analytical Model","url":"https://www.academia.edu/Documents/in/Analytical_Model?f_ri=517903","nofollow":false},{"id":469205,"name":"Governance Structure","url":"https://www.academia.edu/Documents/in/Governance_Structure?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":593515,"name":"Ground Motion","url":"https://www.academia.edu/Documents/in/Ground_Motion?f_ri=517903"},{"id":870808,"name":"Non-structural Measure","url":"https://www.academia.edu/Documents/in/Non-structural_Measure?f_ri=517903"},{"id":1231234,"name":"Structural Response","url":"https://www.academia.edu/Documents/in/Structural_Response?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_41164287 coauthored" data-work_id="41164287" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/41164287/Effects_of_soil_structure_interaction_on_inelastic_response_of_torsionally_coupled_structures">Effects of soil-structure interaction on inelastic response of torsionally-coupled structures</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">In this paper, effect of torsion on the inelastic responses of structures resting on a nonlinear flexible medium is studied. Similar studies have shown that soil-structure interaction can result in augmentation of nonlinear responses of... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_41164287" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">In this paper, effect of torsion on the inelastic responses of structures resting on a nonlinear flexible medium is studied. Similar studies have shown that soil-structure interaction can result in augmentation of nonlinear responses of lower stories. The focus here is on the plan-wise distribution of inelastic responses of a torsional structure considering soil-structure interaction (SSI). For this purpose, 4, 8, and 12-story steel structures consisting of special moment frames are considered on a relatively soft soil. A nonlinear set of non-uniform springs is used for modeling of SSI. For each building, different structural responses are calculated under 11 suitably scaled earthquake ground motions at the design basis and maximum considered earthquake hazard levels. The mass eccentricity ratio is varied from zero to 30%. The inelastic responses include the story drift ratios and distribution of plastic hinge rotations and performance levels of each story and frame. The results clearly show that SSI increases the drift ratio of the first story up to 30% regardless of the eccentricity value. On the other hand, SSI amplified the cumulative plastic hinge rotation of the upper stories, especially in the taller buildings. The maximum value of amplification exceeded 3 and it was very sensitive to the extent of eccentricity. The local amplification effect of combination of torsion and SSI was much more severe where it reached values over 8 in the outer frames of the buildings, with SSI having the larger share in amplification.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/41164287" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="711808689d09e987943f531993086445" rel="nofollow" data-download="{"attachment_id":61405741,"asset_id":41164287,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/61405741/download_file?st=MTczMjc1MjU1Miw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="69761267" href="https://iut.academia.edu/MasoudShirzadi">Masoud Shirzadi</a><script data-card-contents-for-user="69761267" type="text/json">{"id":69761267,"first_name":"Masoud","last_name":"Shirzadi","domain_name":"iut","page_name":"MasoudShirzadi","display_name":"Masoud Shirzadi","profile_url":"https://iut.academia.edu/MasoudShirzadi?f_ri=517903","photo":"https://0.academia-photos.com/69761267/18009770/18017535/s65_masoud.shirzadi.jpg"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-41164287">+1</span><div class="hidden js-additional-users-41164287"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/ShirzadiM">M. 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Similar studies have shown that soil-structure interaction can result in augmentation of nonlinear responses of lower stories. The focus here is on the plan-wise distribution of inelastic responses of a torsional structure considering soil-structure interaction (SSI). For this purpose, 4, 8, and 12-story steel structures consisting of special moment frames are considered on a relatively soft soil. A nonlinear set of non-uniform springs is used for modeling of SSI. For each building, different structural responses are calculated under 11 suitably scaled earthquake ground motions at the design basis and maximum considered earthquake hazard levels. The mass eccentricity ratio is varied from zero to 30%. The inelastic responses include the story drift ratios and distribution of plastic hinge rotations and performance levels of each story and frame. The results clearly show that SSI increases the drift ratio of the first story up to 30% regardless of the eccentricity value. On the other hand, SSI amplified the cumulative plastic hinge rotation of the upper stories, especially in the taller buildings. The maximum value of amplification exceeded 3 and it was very sensitive to the extent of eccentricity. The local amplification effect of combination of torsion and SSI was much more severe where it reached values over 8 in the outer frames of the buildings, with SSI having the larger share in amplification.","downloadable_attachments":[{"id":61405741,"asset_id":41164287,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":69761267,"first_name":"Masoud","last_name":"Shirzadi","domain_name":"iut","page_name":"MasoudShirzadi","display_name":"Masoud Shirzadi","profile_url":"https://iut.academia.edu/MasoudShirzadi?f_ri=517903","photo":"https://0.academia-photos.com/69761267/18009770/18017535/s65_masoud.shirzadi.jpg"},{"id":138793503,"first_name":"M.","last_name":"Shirzadi","domain_name":"independent","page_name":"ShirzadiM","display_name":"M. Shirzadi","profile_url":"https://independent.academia.edu/ShirzadiM?f_ri=517903","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=517903","nofollow":false},{"id":19072,"name":"Soil-Structure Interaction","url":"https://www.academia.edu/Documents/in/Soil-Structure_Interaction?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":658998,"name":"Nonlinear Modeling","url":"https://www.academia.edu/Documents/in/Nonlinear_Modeling?f_ri=517903","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_27713349" data-work_id="27713349" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title 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itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="555495" href="https://unitedstatesgeologicalsurvey.academia.edu/ErolKalkan">Erol Kalkan</a><script data-card-contents-for-user="555495" type="text/json">{"id":555495,"first_name":"Erol","last_name":"Kalkan","domain_name":"unitedstatesgeologicalsurvey","page_name":"ErolKalkan","display_name":"Erol Kalkan","profile_url":"https://unitedstatesgeologicalsurvey.academia.edu/ErolKalkan?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-19848060">+1</span><div class="hidden js-additional-users-19848060"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/CanBalkaya">Can 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});</script></span><script>$(function() { $(".js-view-count-work_7995022").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="7995022"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">3</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="67974" href="https://www.academia.edu/Documents/in/Dynamic_Analysis">Dynamic Analysis</a>, <script data-card-contents-for-ri="67974" type="text/json">{"id":67974,"name":"Dynamic Analysis","url":"https://www.academia.edu/Documents/in/Dynamic_Analysis?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="192875" href="https://www.academia.edu/Documents/in/Building_Codes">Building Codes</a>, <script data-card-contents-for-ri="192875" type="text/json">{"id":192875,"name":"Building Codes","url":"https://www.academia.edu/Documents/in/Building_Codes?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=7995022]'), work: {"id":7995022,"title":"QUALITATIVE REVIEW OF SEISMIC RESPONSE OF VERTICALLY IRREGULAR BUILDING FRAMES","created_at":"2014-08-16T19:34:47.150-07:00","url":"https://www.academia.edu/7995022/QUALITATIVE_REVIEW_OF_SEISMIC_RESPONSE_OF_VERTICALLY_IRREGULAR_BUILDING_FRAMES?f_ri=517903","dom_id":"work_7995022","summary":null,"downloadable_attachments":[{"id":34461084,"asset_id":7995022,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":15289314,"first_name":"Devesh","last_name":"Soni","domain_name":"independent","page_name":"DeveshSoni","display_name":"Devesh Soni","profile_url":"https://independent.academia.edu/DeveshSoni?f_ri=517903","photo":"https://0.academia-photos.com/15289314/149328150/138897232/s65_devesh.soni.png"}],"research_interests":[{"id":67974,"name":"Dynamic Analysis","url":"https://www.academia.edu/Documents/in/Dynamic_Analysis?f_ri=517903","nofollow":false},{"id":192875,"name":"Building Codes","url":"https://www.academia.edu/Documents/in/Building_Codes?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_71415479" data-work_id="71415479" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/71415479/Implementation_of_Wireless_Sensor_Network_for_Continuous_Seismic_Monitoring_of_Isolated_Cable_Stayed_Bridge">Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The deployment of wireless sensor network (WSN) for continuous seismic monitoring system of cable-stayed bridge is presented in this paper. A newly developed WSN that is based on simultaneous high-speed concurrent transmission flooding... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_71415479" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The deployment of wireless sensor network (WSN) for continuous seismic monitoring system of cable-stayed bridge is presented in this paper. A newly developed WSN that is based on simultaneous high-speed concurrent transmission flooding technique was implemented on the Shin-Nakagawa Bridge, a 530-m single-plane, single-pylon, steel box girder, cable-stayed bridge in Ibaraki prefecture, eastern Japan. The structure is seismically isolated with laminated rubber bearings at the main pylon and piers. Some isolation bearings were partially damaged by the 2011 Great East Japan (Tohoku) earthquake. As a part of monitoring, a WSN with a total of 26 sensor nodes were installed at several locations on the piers, main pylon, girder, and ground. This paper describes the WSN system, the monitoring scheme and procedure, analysis of recorded seismic responses, and their use for structural assessment, especially the performance of isolation bearings during earthquakes. The monitoring system successfully recorded structural responses from 63 earthquakes in the 45 months monitoring period between August 2017 to December 2020, which include the responses from near-field and far-field earthquakes. The comparisons of recorded ground motions with existing nearby seismograph have shown the accuracy and reliability of the WSN. Modal parameters of the bridge were successfully determined from the seismic responses obtained from the WSN using multi-input multi-output time-domain system identifications. Characteristics of seismically isolated bridge responses, such as high-frequency filtering effect and decoupling effect of the girder responses, can be clearly observed from the records of the large earthquakes.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/71415479" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="bce8cbdc5f8d9c0f2558e21358571d00" rel="nofollow" data-download="{"attachment_id":80768003,"asset_id":71415479,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/80768003/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="600948" href="https://ynu.academia.edu/DionysiusSiringoringo">Dionysius Siringoringo</a><script data-card-contents-for-user="600948" type="text/json">{"id":600948,"first_name":"Dionysius","last_name":"Siringoringo","domain_name":"ynu","page_name":"DionysiusSiringoringo","display_name":"Dionysius Siringoringo","profile_url":"https://ynu.academia.edu/DionysiusSiringoringo?f_ri=517903","photo":"https://0.academia-photos.com/600948/210438/45170754/s65_dionysius.siringoringo.png"}</script></span></span></li><li class="js-paper-rank-work_71415479 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="71415479"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 71415479, container: ".js-paper-rank-work_71415479", }); 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$(".js-view-count[data-work-id=71415479]").text(description); $(".js-view-count-work_71415479").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_71415479").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="71415479"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">3</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="173371" href="https://www.academia.edu/Documents/in/Cable-Stayed_Bridges">Cable-Stayed Bridges</a>, <script data-card-contents-for-ri="173371" type="text/json">{"id":173371,"name":"Cable-Stayed Bridges","url":"https://www.academia.edu/Documents/in/Cable-Stayed_Bridges?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="370974" href="https://www.academia.edu/Documents/in/Seismic_Monitoring">Seismic Monitoring</a>, <script data-card-contents-for-ri="370974" type="text/json">{"id":370974,"name":"Seismic Monitoring","url":"https://www.academia.edu/Documents/in/Seismic_Monitoring?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=71415479]'), work: {"id":71415479,"title":"Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge","created_at":"2022-02-13T20:44:02.795-08:00","url":"https://www.academia.edu/71415479/Implementation_of_Wireless_Sensor_Network_for_Continuous_Seismic_Monitoring_of_Isolated_Cable_Stayed_Bridge?f_ri=517903","dom_id":"work_71415479","summary":"The deployment of wireless sensor network (WSN) for continuous seismic monitoring system of cable-stayed bridge is presented in this paper. A newly developed WSN that is based on simultaneous high-speed concurrent transmission flooding technique was implemented on the Shin-Nakagawa Bridge, a 530-m single-plane, single-pylon, steel box girder, cable-stayed bridge in Ibaraki prefecture, eastern Japan. The structure is seismically isolated with laminated rubber bearings at the main pylon and piers. Some isolation bearings were partially damaged by the 2011 Great East Japan (Tohoku) earthquake. As a part of monitoring, a WSN with a total of 26 sensor nodes were installed at several locations on the piers, main pylon, girder, and ground. This paper describes the WSN system, the monitoring scheme and procedure, analysis of recorded seismic responses, and their use for structural assessment, especially the performance of isolation bearings during earthquakes. The monitoring system successfully recorded structural responses from 63 earthquakes in the 45 months monitoring period between August 2017 to December 2020, which include the responses from near-field and far-field earthquakes. The comparisons of recorded ground motions with existing nearby seismograph have shown the accuracy and reliability of the WSN. Modal parameters of the bridge were successfully determined from the seismic responses obtained from the WSN using multi-input multi-output time-domain system identifications. Characteristics of seismically isolated bridge responses, such as high-frequency filtering effect and decoupling effect of the girder responses, can be clearly observed from the records of the large earthquakes.","downloadable_attachments":[{"id":80768003,"asset_id":71415479,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":600948,"first_name":"Dionysius","last_name":"Siringoringo","domain_name":"ynu","page_name":"DionysiusSiringoringo","display_name":"Dionysius Siringoringo","profile_url":"https://ynu.academia.edu/DionysiusSiringoringo?f_ri=517903","photo":"https://0.academia-photos.com/600948/210438/45170754/s65_dionysius.siringoringo.png"}],"research_interests":[{"id":173371,"name":"Cable-Stayed Bridges","url":"https://www.academia.edu/Documents/in/Cable-Stayed_Bridges?f_ri=517903","nofollow":false},{"id":370974,"name":"Seismic Monitoring","url":"https://www.academia.edu/Documents/in/Seismic_Monitoring?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_2033197" data-work_id="2033197" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/2033197/Fragility_analysis_of_flat_slab_structures">Fragility analysis of flat-slab structures</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/2033197" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="81dfa8a8d68b591bdd550eb861bf1018" rel="nofollow" data-download="{"attachment_id":29492640,"asset_id":2033197,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/29492640/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="2656655" href="https://independent.academia.edu/VaishaliKadam">Vaishali Kadam</a><script data-card-contents-for-user="2656655" type="text/json">{"id":2656655,"first_name":"Vaishali","last_name":"Kadam","domain_name":"independent","page_name":"VaishaliKadam","display_name":"Vaishali Kadam","profile_url":"https://independent.academia.edu/VaishaliKadam?f_ri=517903","photo":"https://0.academia-photos.com/2656655/848644/1055014/s65_vaishali.kadam.jpg"}</script></span></span></li><li class="js-paper-rank-work_2033197 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="2033197"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 2033197, container: ".js-paper-rank-work_2033197", }); });</script></li><li class="js-percentile-work_2033197 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 2033197; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_2033197"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_2033197 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="2033197"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 2033197; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=2033197]").text(description); $(".js-view-count-work_2033197").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_2033197").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="2033197"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">8</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="73" href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12611" href="https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering">Structures and Fire Engineering</a>, <script data-card-contents-for-ri="12611" type="text/json">{"id":12611,"name":"Structures and Fire Engineering","url":"https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="265967" href="https://www.academia.edu/Documents/in/Reinforced_concrete">Reinforced concrete</a>, <script data-card-contents-for-ri="265967" type="text/json">{"id":265967,"name":"Reinforced concrete","url":"https://www.academia.edu/Documents/in/Reinforced_concrete?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="321836" href="https://www.academia.edu/Documents/in/Spectrum">Spectrum</a><script data-card-contents-for-ri="321836" type="text/json">{"id":321836,"name":"Spectrum","url":"https://www.academia.edu/Documents/in/Spectrum?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=2033197]'), work: {"id":2033197,"title":"Fragility analysis of flat-slab structures","created_at":"2012-10-16T00:55:14.274-07:00","url":"https://www.academia.edu/2033197/Fragility_analysis_of_flat_slab_structures?f_ri=517903","dom_id":"work_2033197","summary":null,"downloadable_attachments":[{"id":29492640,"asset_id":2033197,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":2656655,"first_name":"Vaishali","last_name":"Kadam","domain_name":"independent","page_name":"VaishaliKadam","display_name":"Vaishali Kadam","profile_url":"https://independent.academia.edu/VaishaliKadam?f_ri=517903","photo":"https://0.academia-photos.com/2656655/848644/1055014/s65_vaishali.kadam.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false},{"id":12611,"name":"Structures and Fire Engineering","url":"https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering?f_ri=517903","nofollow":false},{"id":265967,"name":"Reinforced concrete","url":"https://www.academia.edu/Documents/in/Reinforced_concrete?f_ri=517903","nofollow":false},{"id":321836,"name":"Spectrum","url":"https://www.academia.edu/Documents/in/Spectrum?f_ri=517903","nofollow":false},{"id":398499,"name":"Random sampling","url":"https://www.academia.edu/Documents/in/Random_sampling?f_ri=517903"},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"},{"id":593515,"name":"Ground Motion","url":"https://www.academia.edu/Documents/in/Ground_Motion?f_ri=517903"},{"id":1231234,"name":"Structural Response","url":"https://www.academia.edu/Documents/in/Structural_Response?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_4345603" data-work_id="4345603" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/4345603/Seismic_Analysis_of_a_Rockfill_Dam_by_FLAC_Finite_Difference_Code">Seismic Analysis of a Rockfill Dam by FLAC Finite Difference Code</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The paper presents the results of numerical analyses carried out with FLAC finite difference code aiming at investigating the seismic response of rockfill dams. In particular the hysteretic damping model, recently incorporated within the... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_4345603" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The paper presents the results of numerical analyses carried out with FLAC finite difference code aiming at investigating the seismic response of rockfill dams. In particular the hysteretic damping model, recently incorporated within the code, coupled with a perfectly plastic yield criterion, was employed. As first step, 1D and 2D calibration analyses were performed and comparisons with the results supplied by well known linear equivalent and fully non linear codes were carried out. Then the seismic response of E1 Infiernillo rockfill dam was investigated during two weak and strong seismic events. Benefits and shortcomings of using the hysteretic damping model are discussed in the light of the results obtained from calibration studies and field-scale analyses.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/4345603" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="a23ecceaa607d2376792cedf532fff77" rel="nofollow" data-download="{"attachment_id":49923404,"asset_id":4345603,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/49923404/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="5302886" href="https://uniroma1.academia.edu/GiuseppeLanzo">Giuseppe Lanzo</a><script data-card-contents-for-user="5302886" type="text/json">{"id":5302886,"first_name":"Giuseppe","last_name":"Lanzo","domain_name":"uniroma1","page_name":"GiuseppeLanzo","display_name":"Giuseppe Lanzo","profile_url":"https://uniroma1.academia.edu/GiuseppeLanzo?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_4345603 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="4345603"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 4345603, container: ".js-paper-rank-work_4345603", }); 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In particular the hysteretic damping model, recently incorporated within the code, coupled with a perfectly plastic yield criterion, was employed. As first step, 1D and 2D calibration analyses were performed and comparisons with the results supplied by well known linear equivalent and fully non linear codes were carried out. Then the seismic response of E1 Infiernillo rockfill dam was investigated during two weak and strong seismic events. 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Method","url":"https://www.academia.edu/Documents/in/Finite_Difference_Method?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_11585762" data-work_id="11585762" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/11585762/Seismic_response_modification_factors">Seismic response modification factors</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" 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Masi, M. Vona Dipartimento di Strutture, Geotecnica, Geologia applicata... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_13166425" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">XI Congresso Nazionale L&#x27;ingegneria Sismica in Italia, Genova 25-29 gennaio 2004 Vulnerabilità sismica di edifici in ca realizzati negli anni &#x27;70 A. Masi, M. Vona Dipartimento di Strutture, Geotecnica, Geologia applicata all&#x27;ingegneria, Università della Basilicata, Potenza, Italia ...</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/13166425" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="052e3f2bd3663cc73908b9ff24c39b0b" rel="nofollow" data-download="{"attachment_id":45621012,"asset_id":13166425,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/45621012/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="32421971" href="https://unibas-it.academia.edu/AngeloMasi">Angelo Masi</a><script data-card-contents-for-user="32421971" type="text/json">{"id":32421971,"first_name":"Angelo","last_name":"Masi","domain_name":"unibas-it","page_name":"AngeloMasi","display_name":"Angelo Masi","profile_url":"https://unibas-it.academia.edu/AngeloMasi?f_ri=517903","photo":"https://0.academia-photos.com/32421971/154365764/143980896/s65_angelo.masi.png"}</script></span></span></li><li class="js-paper-rank-work_13166425 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="13166425"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 13166425, container: ".js-paper-rank-work_13166425", }); 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Masi, M. Vona Dipartimento di Strutture, Geotecnica, Geologia applicata all\u0026#x27;ingegneria, Università della Basilicata, Potenza, Italia ...","downloadable_attachments":[{"id":45621012,"asset_id":13166425,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":32421971,"first_name":"Angelo","last_name":"Masi","domain_name":"unibas-it","page_name":"AngeloMasi","display_name":"Angelo Masi","profile_url":"https://unibas-it.academia.edu/AngeloMasi?f_ri=517903","photo":"https://0.academia-photos.com/32421971/154365764/143980896/s65_angelo.masi.png"}],"research_interests":[{"id":133253,"name":"Non Linear Dynamics","url":"https://www.academia.edu/Documents/in/Non_Linear_Dynamics?f_ri=517903","nofollow":false},{"id":158274,"name":"Seismic Vulnerability","url":"https://www.academia.edu/Documents/in/Seismic_Vulnerability?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_14559689 coauthored" data-work_id="14559689" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/14559689/Seismic_Performance_of_an_I_Girder_to_Inverted_T_Bent_Cap_Connection">Seismic Performance of an I-Girder to Inverted-T Bent Cap Connection</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/14559689" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="b31e7cec7661209f503569979a4df361" rel="nofollow" data-download="{"attachment_id":44065784,"asset_id":14559689,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/44065784/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="33523424" href="https://iastate.academia.edu/httpsricceiastateedu">Sri Sritharan</a><script data-card-contents-for-user="33523424" type="text/json">{"id":33523424,"first_name":"Sri","last_name":"Sritharan","domain_name":"iastate","page_name":"httpsricceiastateedu","display_name":"Sri Sritharan","profile_url":"https://iastate.academia.edu/httpsricceiastateedu?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-14559689">+1</span><div class="hidden js-additional-users-14559689"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://dordt.academia.edu/JustinWerff">Justin Werff</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-14559689'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-14559689').html(); 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These structures have been designed for gravity loads only and have little resistance for lateral loads caused by earthquakes.... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_8536325" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The existing medium height structures, constructed before 1970, are typically RC frames with masonry infill. These structures have been designed for gravity loads only and have little resistance for lateral loads caused by earthquakes. There exist many retrofitting methods for upgrading the seismic performance of such structures. The conventional retrofitting practices are generally invasive in character, to the existing structures and their occupants, hence not very acceptable to the occupancy. The concept of response control with tuned sloshing water dampers (TSWD) is one such promising option for improving the seismic resistance of these structures which is least invasive.<br />The central to the TSWD based retrofitting, of RC frame masonry infilled structures, is to reduce the displacement of the ES and avoidance of masonry failure during earthquake. The concept has been explained by example of an existing four story residential building. The structure has been discretised for three structural contribution conditions of masonry, i.e full contribution, no contribution and intermediate state where some part of masonry is contributing as diagonal compressive struts. The retrofitting propositions for all these three conditions have been made, analytically, with TSWD systems. It has been explained that for well-defined system subjected to harmonic excitations single frequency TSWDs (STSWD) may be optimally devised. For approximately assessed systems subjected to broad band excitations multiple frequency TSWDs (MTSWD) systems more robust.<br />The existing procedure for design of retrofitting system is iterative and cumbersome due to involvement of many approximately assessed parameters. Design charts for effectiveness of retrofitting system have been developed to obtain a quick estimate of mass ratio required for desired response reduction. Two simplified non-iterative methods have been developed one for accurately assessed and another for approximately assessed structures. These methods give a quick estimate of required mass ratio for desired performance. <br />The analytically made retrofitting propositions have been verified experimentally through the shake table tests on scaled model of the ES in coupling with TSWDs. The main feature of the experimental study is that ES has been scaled down dimensionally such that SM≡ES, but dynamic parameters of the structure have not been scaled and SM is equal to ES. The TSWD, tested with SMs in laboratory, is proposed for actual field execution.<br />The process of experimental validations of SM-TSWD interaction has been accomplished through 157 test runs. The interpretation of these experimental observations has led to simplified empirical correlations between relevant dynamic parameters of TSWD and ES. These empirical relations are valid for harmonic excitations only. However for broad band earthquake excitation the analytically devised propositions are only trend indicative and not valid. The robustness of the MTSWD system over STSWD system against earthquake excitations has been substantiated. An adequate factor of safety may be incorporated for applying the inferences from harmonic excitations to broad band excitations for MTSWD based retrofitting system. This study proposes a factor of safety 3.<br />Two non-dimensional parameters, as effectiveness ratio quantifying percentage response reduction and specific mass ratio defined as mass ratio required for one percentage effectiveness of the retrofitting system, for evaluating the performance of TSWD based retrofitting system have been introduced.<br />Since the analytical proposals are not valid for broad band excitations, it is proposed that for real life situations, the TSWD based retrofitting systems, should be designed on the basis of experimental evidence. A Hardware interactive soft path methodology for design of TSWD retrofitting system has been devised. As there is no scaling of dynamic properties between SM and ES and the TSWD used in coupling with SM has to be installed at ES, hence the experimental inferences of SM-TSWD coupling can be extrapolated to retrofitting of the ES, as ES-TSWD coupling. Thus a TSWD based retrofitting system may be designed for desired response reduction of ES. <br />The required sloshing water mass is to be accommodated in multiple TSWDs with their frequencies distributed around the frequency of ES. The system as a whole behaves as a robust multiple TSWD retrofitting regime with assurance of replicating laboratory performance in real life seismic eventuality.<br />From experimental observations for 25% effectiveness of TSWD system against broad band excitation the required mass ratio is 2.59% for SM and same is valid for ES also, accordingly an execution scheme has been proposed. <br />This research presents a simple and non-invasive retrofit scheme utilising tuned sloshing water dampers in RC frame masonry infilled structures. The design approach utilises the theoretical knowledge in conjunction with experimental verifications for TSWD based retrofitting system. The retrofitting with TSWDs may be accomplished by modifying the existing overhead tank and installing additional tanks of optimally tuned geometry for desired response reduction. The installation of TSWD based retrofitting system provides all time preparedness against earthquake, without interfering with the structural, architectural and occupancy requirements. The proposed TSWD based retrofitting system essentially a technique of absorbing seismic energy through sloshing action of water.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/8536325" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="68d27c696e71e71dcdc0e3af0305cd31" rel="nofollow" data-download="{"attachment_id":34912138,"asset_id":8536325,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/34912138/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="8942652" href="https://barc-in.academia.edu/NishantRai">Nishant Rai</a><script data-card-contents-for-user="8942652" type="text/json">{"id":8942652,"first_name":"Nishant","last_name":"Rai","domain_name":"barc-in","page_name":"NishantRai","display_name":"Nishant Rai","profile_url":"https://barc-in.academia.edu/NishantRai?f_ri=517903","photo":"https://0.academia-photos.com/8942652/2924121/3420439/s65_nishant.rai.jpg"}</script></span></span></li><li class="js-paper-rank-work_8536325 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="8536325"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 8536325, container: ".js-paper-rank-work_8536325", }); 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$(".js-view-count[data-work-id=8536325]").text(description); $(".js-view-count-work_8536325").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_8536325").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="8536325"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">10</a>  </div><span class="InlineList-item-text u-textTruncate u-pl10x"><a class="InlineList-item-text" data-has-card-for-ri="3157" href="https://www.academia.edu/Documents/in/Seismic_Hazard">Seismic Hazard</a>, <script data-card-contents-for-ri="3157" type="text/json">{"id":3157,"name":"Seismic Hazard","url":"https://www.academia.edu/Documents/in/Seismic_Hazard?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="14187" href="https://www.academia.edu/Documents/in/Seismic_Retrofitting_of_Historical_Masonry_Buildings">Seismic Retrofitting of Historical Masonry Buildings</a>, <script data-card-contents-for-ri="14187" type="text/json">{"id":14187,"name":"Seismic Retrofitting of Historical Masonry Buildings","url":"https://www.academia.edu/Documents/in/Seismic_Retrofitting_of_Historical_Masonry_Buildings?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="27702" href="https://www.academia.edu/Documents/in/Structural_Earthquake_Engineering">Structural Earthquake Engineering</a>, <script data-card-contents-for-ri="27702" type="text/json">{"id":27702,"name":"Structural Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Structural_Earthquake_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="28155" href="https://www.academia.edu/Documents/in/Disaster_Preparedness">Disaster Preparedness</a><script data-card-contents-for-ri="28155" type="text/json">{"id":28155,"name":"Disaster Preparedness","url":"https://www.academia.edu/Documents/in/Disaster_Preparedness?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=8536325]'), work: {"id":8536325,"title":"WATER AS ENERGY ABSORBER TO CONTROL THE SEISMIC RESPONSE OF THE STRUCTURES","created_at":"2014-09-28T12:47:49.619-07:00","url":"https://www.academia.edu/8536325/WATER_AS_ENERGY_ABSORBER_TO_CONTROL_THE_SEISMIC_RESPONSE_OF_THE_STRUCTURES?f_ri=517903","dom_id":"work_8536325","summary":"The existing medium height structures, constructed before 1970, are typically RC frames with masonry infill. These structures have been designed for gravity loads only and have little resistance for lateral loads caused by earthquakes. There exist many retrofitting methods for upgrading the seismic performance of such structures. The conventional retrofitting practices are generally invasive in character, to the existing structures and their occupants, hence not very acceptable to the occupancy. The concept of response control with tuned sloshing water dampers (TSWD) is one such promising option for improving the seismic resistance of these structures which is least invasive.\nThe central to the TSWD based retrofitting, of RC frame masonry infilled structures, is to reduce the displacement of the ES and avoidance of masonry failure during earthquake. The concept has been explained by example of an existing four story residential building. The structure has been discretised for three structural contribution conditions of masonry, i.e full contribution, no contribution and intermediate state where some part of masonry is contributing as diagonal compressive struts. The retrofitting propositions for all these three conditions have been made, analytically, with TSWD systems. It has been explained that for well-defined system subjected to harmonic excitations single frequency TSWDs (STSWD) may be optimally devised. For approximately assessed systems subjected to broad band excitations multiple frequency TSWDs (MTSWD) systems more robust.\nThe existing procedure for design of retrofitting system is iterative and cumbersome due to involvement of many approximately assessed parameters. Design charts for effectiveness of retrofitting system have been developed to obtain a quick estimate of mass ratio required for desired response reduction. Two simplified non-iterative methods have been developed one for accurately assessed and another for approximately assessed structures. These methods give a quick estimate of required mass ratio for desired performance. \nThe analytically made retrofitting propositions have been verified experimentally through the shake table tests on scaled model of the ES in coupling with TSWDs. The main feature of the experimental study is that ES has been scaled down dimensionally such that SM≡ES, but dynamic parameters of the structure have not been scaled and SM is equal to ES. The TSWD, tested with SMs in laboratory, is proposed for actual field execution.\nThe process of experimental validations of SM-TSWD interaction has been accomplished through 157 test runs. The interpretation of these experimental observations has led to simplified empirical correlations between relevant dynamic parameters of TSWD and ES. These empirical relations are valid for harmonic excitations only. However for broad band earthquake excitation the analytically devised propositions are only trend indicative and not valid. The robustness of the MTSWD system over STSWD system against earthquake excitations has been substantiated. An adequate factor of safety may be incorporated for applying the inferences from harmonic excitations to broad band excitations for MTSWD based retrofitting system. This study proposes a factor of safety 3.\nTwo non-dimensional parameters, as effectiveness ratio quantifying percentage response reduction and specific mass ratio defined as mass ratio required for one percentage effectiveness of the retrofitting system, for evaluating the performance of TSWD based retrofitting system have been introduced.\nSince the analytical proposals are not valid for broad band excitations, it is proposed that for real life situations, the TSWD based retrofitting systems, should be designed on the basis of experimental evidence. A Hardware interactive soft path methodology for design of TSWD retrofitting system has been devised. As there is no scaling of dynamic properties between SM and ES and the TSWD used in coupling with SM has to be installed at ES, hence the experimental inferences of SM-TSWD coupling can be extrapolated to retrofitting of the ES, as ES-TSWD coupling. Thus a TSWD based retrofitting system may be designed for desired response reduction of ES. \nThe required sloshing water mass is to be accommodated in multiple TSWDs with their frequencies distributed around the frequency of ES. The system as a whole behaves as a robust multiple TSWD retrofitting regime with assurance of replicating laboratory performance in real life seismic eventuality.\nFrom experimental observations for 25% effectiveness of TSWD system against broad band excitation the required mass ratio is 2.59% for SM and same is valid for ES also, accordingly an execution scheme has been proposed. \nThis research presents a simple and non-invasive retrofit scheme utilising tuned sloshing water dampers in RC frame masonry infilled structures. The design approach utilises the theoretical knowledge in conjunction with experimental verifications for TSWD based retrofitting system. The retrofitting with TSWDs may be accomplished by modifying the existing overhead tank and installing additional tanks of optimally tuned geometry for desired response reduction. The installation of TSWD based retrofitting system provides all time preparedness against earthquake, without interfering with the structural, architectural and occupancy requirements. The proposed TSWD based retrofitting system essentially a technique of absorbing seismic energy through sloshing action of water.\n","downloadable_attachments":[{"id":34912138,"asset_id":8536325,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":8942652,"first_name":"Nishant","last_name":"Rai","domain_name":"barc-in","page_name":"NishantRai","display_name":"Nishant Rai","profile_url":"https://barc-in.academia.edu/NishantRai?f_ri=517903","photo":"https://0.academia-photos.com/8942652/2924121/3420439/s65_nishant.rai.jpg"}],"research_interests":[{"id":3157,"name":"Seismic Hazard","url":"https://www.academia.edu/Documents/in/Seismic_Hazard?f_ri=517903","nofollow":false},{"id":14187,"name":"Seismic Retrofitting of Historical Masonry Buildings","url":"https://www.academia.edu/Documents/in/Seismic_Retrofitting_of_Historical_Masonry_Buildings?f_ri=517903","nofollow":false},{"id":27702,"name":"Structural Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Structural_Earthquake_Engineering?f_ri=517903","nofollow":false},{"id":28155,"name":"Disaster Preparedness","url":"https://www.academia.edu/Documents/in/Disaster_Preparedness?f_ri=517903","nofollow":false},{"id":82557,"name":"Disaster risk reduction","url":"https://www.academia.edu/Documents/in/Disaster_risk_reduction?f_ri=517903"},{"id":238198,"name":"Seismic analysis and design","url":"https://www.academia.edu/Documents/in/Seismic_analysis_and_design?f_ri=517903"},{"id":243318,"name":"Seismic Analysis","url":"https://www.academia.edu/Documents/in/Seismic_Analysis?f_ri=517903"},{"id":485959,"name":"Seismic resistant design of structures","url":"https://www.academia.edu/Documents/in/Seismic_resistant_design_of_structures?f_ri=517903"},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"},{"id":983765,"name":"Earthquake Resistance of Traditional Housing Typologies In Different Seismic Zones of India","url":"https://www.academia.edu/Documents/in/Earthquake_Resistance_of_Traditional_Housing_Typologies_In_Different_Seismic_Zones_of_India?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_14342367 coauthored" data-work_id="14342367" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/14342367/A_balanced_design_procedure_for_special_concentrically_braced_frame_connections">A balanced design procedure for special concentrically braced frame connections</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue 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itemtype="https://schema.org/Person"><a href="https://washington.academia.edu/CharlesRoeder">Charles Roeder</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://washington.academia.edu/EricLumpkin">Eric Lumpkin</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-14342367'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-14342367').html(); } } new HoverPopover(popoverSettings); })();</script></li><li class="js-paper-rank-work_14342367 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="14342367"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 14342367, container: ".js-paper-rank-work_14342367", }); });</script></li><li 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var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14342367]").text(description); $(".js-view-count-work_14342367").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_14342367").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="14342367"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">6</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="73" href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="43715" href="https://www.academia.edu/Documents/in/Seismic_Design">Seismic Design</a>, <script data-card-contents-for-ri="43715" type="text/json">{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="80596" href="https://www.academia.edu/Documents/in/Design_method">Design method</a>, <script data-card-contents-for-ri="80596" type="text/json">{"id":80596,"name":"Design method","url":"https://www.academia.edu/Documents/in/Design_method?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="159687" href="https://www.academia.edu/Documents/in/Design_Methodology">Design Methodology</a><script data-card-contents-for-ri="159687" 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Lehman","profile_url":"https://washington.academia.edu/DawnELehman?f_ri=517903","photo":"https://0.academia-photos.com/14577217/3971130/4640013/s65_dawn_e.lehman.jpg"},{"id":33290603,"first_name":"Charles","last_name":"Roeder","domain_name":"washington","page_name":"CharlesRoeder","display_name":"Charles Roeder","profile_url":"https://washington.academia.edu/CharlesRoeder?f_ri=517903","photo":"/images/s65_no_pic.png"},{"id":33984572,"first_name":"Eric","last_name":"Lumpkin","domain_name":"washington","page_name":"EricLumpkin","display_name":"Eric Lumpkin","profile_url":"https://washington.academia.edu/EricLumpkin?f_ri=517903","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=517903","nofollow":false},{"id":80596,"name":"Design method","url":"https://www.academia.edu/Documents/in/Design_method?f_ri=517903","nofollow":false},{"id":159687,"name":"Design Methodology","url":"https://www.academia.edu/Documents/in/Design_Methodology?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"},{"id":1364373,"name":"Failure Mode","url":"https://www.academia.edu/Documents/in/Failure_Mode?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_13166416 coauthored" data-work_id="13166416" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/13166416/ADEGUAMENTO_SISMICO_DI_EDIFICI_IN_CA_MEDIANTE_ISOLAMENTO_ALLA_BASE_APPLICAZIONE_AD_UN_CASO_REALE">ADEGUAMENTO SISMICO DI EDIFICI IN CA MEDIANTE ISOLAMENTO ALLA BASE: APPLICAZIONE AD UN CASO REALE</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/13166416" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="eb99deb265ba51405fff89f8cddec8b9" rel="nofollow" data-download="{"attachment_id":45621032,"asset_id":13166416,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" 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href="https://www.academia.edu/Documents/in/Retaining_Wall">Retaining Wall</a>, <script data-card-contents-for-ri="169696" type="text/json">{"id":169696,"name":"Retaining Wall","url":"https://www.academia.edu/Documents/in/Retaining_Wall?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="336524" href="https://www.academia.edu/Documents/in/Relative_Density">Relative Density</a>, <script data-card-contents-for-ri="336524" type="text/json">{"id":336524,"name":"Relative Density","url":"https://www.academia.edu/Documents/in/Relative_Density?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ 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data-work_id="2378367" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/2378367/Performance_of_alternative_CFRP_retrofitting_schemes_used_in_infilled_RC_frames">Performance of alternative CFRP retrofitting schemes used in infilled RC frames</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">A number of experimental studies have been reported in recent literature about the beneficial effects of infill walls on the seismic response of reinforced concrete (RC) frames. The experimental study presented in this paper mainly... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_2378367" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A number of experimental studies have been reported in recent literature about the beneficial effects of infill walls on the seismic response of reinforced concrete (RC) frames. The experimental study presented in this paper mainly focuses on the behavior of bare and carbon fiber reinforced polymer (CFPR)-retrofitted infilled RC frames with different bracing configurations. Quasi-static experimental results are presented and discussed on six 1/3-scaled infilled RC frames that were retrofitted using CFRP material in various schemes. The test results showed a significant increase in the yield and ultimate strength capacities of the frames with a decrease in relative story drifts, especially in the cross-braced and the cross diamond-braced type of retrofitting schemes. The energy dissipation capacities of the retrofitted frames turned out to be more than those of the bare infilled frame, thus reducing the seismic demand imposed on the frames. The cross diamond-braced type of retrofitting scheme, which was positioned on the infill wall and outside the beam–column connection regions of RC frame, showed the best behavior among the other schemes. This scheme not only prevented brittle shear failures of the infill wall, but also prevented the transfer of additional forces to the weak and brittle beam–column connections.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/2378367" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="650f6a5173a313aa38e569b70c1d37a5" rel="nofollow" data-download="{"attachment_id":50650478,"asset_id":2378367,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/50650478/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="38435789" href="https://independent.academia.edu/DTastan">D. Tastan</a><script data-card-contents-for-user="38435789" type="text/json">{"id":38435789,"first_name":"D.","last_name":"Tastan","domain_name":"independent","page_name":"DTastan","display_name":"D. Tastan","profile_url":"https://independent.academia.edu/DTastan?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-2378367">+2</span><div class="hidden js-additional-users-2378367"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://beykent.academia.edu/HasanOZKAYNAK">Hasan OZKAYNAK</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/YalcinC">C. 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The experimental study presented in this paper mainly focuses on the behavior of bare and carbon fiber reinforced polymer (CFPR)-retrofitted infilled RC frames with different bracing configurations. Quasi-static experimental results are presented and discussed on six 1/3-scaled infilled RC frames that were retrofitted using CFRP material in various schemes. The test results showed a significant increase in the yield and ultimate strength capacities of the frames with a decrease in relative story drifts, especially in the cross-braced and the cross diamond-braced type of retrofitting schemes. The energy dissipation capacities of the retrofitted frames turned out to be more than those of the bare infilled frame, thus reducing the seismic demand imposed on the frames. The cross diamond-braced type of retrofitting scheme, which was positioned on the infill wall and outside the beam–column connection regions of RC frame, showed the best behavior among the other schemes. This scheme not only prevented brittle shear failures of the infill wall, but also prevented the transfer of additional forces to the weak and brittle beam–column connections.","downloadable_attachments":[{"id":50650478,"asset_id":2378367,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":38435789,"first_name":"D.","last_name":"Tastan","domain_name":"independent","page_name":"DTastan","display_name":"D. Tastan","profile_url":"https://independent.academia.edu/DTastan?f_ri=517903","photo":"/images/s65_no_pic.png"},{"id":3066377,"first_name":"Hasan","last_name":"OZKAYNAK","domain_name":"beykent","page_name":"HasanOZKAYNAK","display_name":"Hasan OZKAYNAK","profile_url":"https://beykent.academia.edu/HasanOZKAYNAK?f_ri=517903","photo":"https://0.academia-photos.com/3066377/2585376/3003351/s65_hasan.ozkaynak.jpg"},{"id":48056576,"first_name":"C.","last_name":"Yalcin","domain_name":"independent","page_name":"YalcinC","display_name":"C. 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response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"},{"id":1240561,"name":"Carbon Fiber Reinforced Polymer Sheets","url":"https://www.academia.edu/Documents/in/Carbon_Fiber_Reinforced_Polymer_Sheets?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_27713350" data-work_id="27713350" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/27713350/Seismic_assessment_of_an_existing_non_seismically_designed_major_bridge_abutment_foundation_system">Seismic assessment of an existing non-seismically designed major bridge-abutment–foundation system</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div 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Risk","url":"https://www.academia.edu/Documents/in/Seismic_Risk?f_ri=517903"},{"id":165565,"name":"Cost effectiveness","url":"https://www.academia.edu/Documents/in/Cost_effectiveness?f_ri=517903"},{"id":207518,"name":"Seismicity","url":"https://www.academia.edu/Documents/in/Seismicity?f_ri=517903"},{"id":243318,"name":"Seismic Analysis","url":"https://www.academia.edu/Documents/in/Seismic_Analysis?f_ri=517903"},{"id":413300,"name":"Analytical Model","url":"https://www.academia.edu/Documents/in/Analytical_Model?f_ri=517903"},{"id":418058,"name":"Dynamic Response","url":"https://www.academia.edu/Documents/in/Dynamic_Response?f_ri=517903"},{"id":504035,"name":"Three Dimensional","url":"https://www.academia.edu/Documents/in/Three_Dimensional?f_ri=517903"},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"},{"id":593515,"name":"Ground Motion","url":"https://www.academia.edu/Documents/in/Ground_Motion?f_ri=517903"},{"id":2007066,"name":"Return period","url":"https://www.academia.edu/Documents/in/Return_period?f_ri=517903"},{"id":2488034,"name":"Abutment","url":"https://www.academia.edu/Documents/in/Abutment?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_15553232" data-work_id="15553232" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/15553232/Recent_progress_towards_the_seismic_control_of_structural_and_non_structural_systems_in_hospitals">Recent progress towards the seismic control of structural and non-structural systems in hospitals</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/15553232" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="300ee5743f45350a7e886b24cf4a1166" rel="nofollow" data-download="{"attachment_id":43090977,"asset_id":15553232,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/43090977/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" 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data-has-card-for-ri="149081" href="https://www.academia.edu/Documents/in/Decision_Support">Decision Support</a>, <script data-card-contents-for-ri="149081" type="text/json">{"id":149081,"name":"Decision Support","url":"https://www.academia.edu/Documents/in/Decision_Support?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="215075" href="https://www.academia.edu/Documents/in/Experimental_Study">Experimental Study</a>, <script data-card-contents-for-ri="215075" type="text/json">{"id":215075,"name":"Experimental Study","url":"https://www.academia.edu/Documents/in/Experimental_Study?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a>, <script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="870808" href="https://www.academia.edu/Documents/in/Non-structural_Measure">Non-structural Measure</a><script data-card-contents-for-ri="870808" type="text/json">{"id":870808,"name":"Non-structural Measure","url":"https://www.academia.edu/Documents/in/Non-structural_Measure?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=15553232]'), work: {"id":15553232,"title":"Recent progress towards the seismic control of structural and non-structural systems in hospitals","created_at":"2015-09-09T13:29:49.326-07:00","url":"https://www.academia.edu/15553232/Recent_progress_towards_the_seismic_control_of_structural_and_non_structural_systems_in_hospitals?f_ri=517903","dom_id":"work_15553232","summary":null,"downloadable_attachments":[{"id":43090977,"asset_id":15553232,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":34711722,"first_name":"Michael","last_name":"Constantinou","domain_name":"independent","page_name":"MichaelConstantinou","display_name":"Michael Constantinou","profile_url":"https://independent.academia.edu/MichaelConstantinou?f_ri=517903","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":149081,"name":"Decision Support","url":"https://www.academia.edu/Documents/in/Decision_Support?f_ri=517903","nofollow":false},{"id":215075,"name":"Experimental Study","url":"https://www.academia.edu/Documents/in/Experimental_Study?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":870808,"name":"Non-structural Measure","url":"https://www.academia.edu/Documents/in/Non-structural_Measure?f_ri=517903","nofollow":false},{"id":1197942,"name":"Social Science","url":"https://www.academia.edu/Documents/in/Social_Science?f_ri=517903"},{"id":1249098,"name":"Acute Care","url":"https://www.academia.edu/Documents/in/Acute_Care?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_23648955 coauthored" data-work_id="23648955" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/23648955/Seismic_Performance_of_Precast_Segmental_Bridge_Superstructures_with_Internally_Bonded_Prestressing_Tendons">Seismic Performance of Precast Segmental Bridge Superstructures with Internally Bonded Prestressing Tendons</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/23648955" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="549528befa7c0d913f8ddb39f03a3add" rel="nofollow" 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type="text/json">{"id":45709847,"first_name":"Sami","last_name":"Megally","domain_name":"independent","page_name":"SamiMegally","display_name":"Sami Megally","profile_url":"https://independent.academia.edu/SamiMegally?f_ri=517903","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-23648955">+1</span><div class="hidden js-additional-users-23648955"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/DowellRobert">Robert Dowell</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-23648955'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-23648955').html(); } } new HoverPopover(popoverSettings); })();</script></li><li class="js-paper-rank-work_23648955 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container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_23648955 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="23648955"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 23648955; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=23648955]").text(description); $(".js-view-count-work_23648955").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_23648955").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="23648955"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">3</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="23042" href="https://www.academia.edu/Documents/in/Finite_Element">Finite Element</a>, <script data-card-contents-for-ri="23042" type="text/json">{"id":23042,"name":"Finite Element","url":"https://www.academia.edu/Documents/in/Finite_Element?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="285134" href="https://www.academia.edu/Documents/in/PCI">PCI</a>, <script data-card-contents-for-ri="285134" type="text/json">{"id":285134,"name":"PCI","url":"https://www.academia.edu/Documents/in/PCI?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=23648955]'), work: {"id":23648955,"title":"Seismic Performance of Precast Segmental Bridge Superstructures with Internally Bonded Prestressing Tendons","created_at":"2016-03-24T02:04:51.281-07:00","url":"https://www.academia.edu/23648955/Seismic_Performance_of_Precast_Segmental_Bridge_Superstructures_with_Internally_Bonded_Prestressing_Tendons?f_ri=517903","dom_id":"work_23648955","summary":null,"downloadable_attachments":[{"id":44058905,"asset_id":23648955,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":45709847,"first_name":"Sami","last_name":"Megally","domain_name":"independent","page_name":"SamiMegally","display_name":"Sami Megally","profile_url":"https://independent.academia.edu/SamiMegally?f_ri=517903","photo":"/images/s65_no_pic.png"},{"id":45728125,"first_name":"Robert","last_name":"Dowell","domain_name":"independent","page_name":"DowellRobert","display_name":"Robert Dowell","profile_url":"https://independent.academia.edu/DowellRobert?f_ri=517903","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":23042,"name":"Finite Element","url":"https://www.academia.edu/Documents/in/Finite_Element?f_ri=517903","nofollow":false},{"id":285134,"name":"PCI","url":"https://www.academia.edu/Documents/in/PCI?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_25849035" data-work_id="25849035" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/25849035/Performance_of_RC_Elevated_Water_Tank_for_different_Bracing_Patterns_under_the_effect_of_Earthquake_Excitation">Performance of RC Elevated Water Tank for different Bracing Patterns under the effect of Earthquake Excitation</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The current design of supporting structure of Elevated water tanks is tremendously vulnerable under lateral forces due to an earthquake. Water tanks and especially the elevated water tanks are structures of high importance which are... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_25849035" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The current design of supporting structure of Elevated water tanks is tremendously vulnerable under lateral forces due to an earthquake. Water tanks and especially the elevated water tanks are structures of high importance which are considered as main lifeline elements that should be capable of keeping the expected performance i.e. operation during and after earthquakes. Thus researchers, in recent years, have focused on studying seismic behaviors of these tanks, particularly ground tanks, while only few of these researches have concerned with the elevated tanks and even less with the reinforced concrete elevated tanks. In this research, a sample of a concrete elevated water tank with 400 m3 have been studied and analyzed by linear dynamic method and seismic response such as base shear, tank displacement, max Bending Moment at the base of column under tank reinforced empty condition, tank full condition and tank half full condition for different type of bracing arrangements have been calculated and then results have been compared.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/25849035" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="8261b2a75148d130aef2f8db8025ca3f" rel="nofollow" data-download="{"attachment_id":46215849,"asset_id":25849035,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/46215849/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="14715764" href="https://ramjimmakwana.academia.edu/ijirstjournal">IJIRST - International Journal for Innovative Research in Science and Technology</a><script data-card-contents-for-user="14715764" type="text/json">{"id":14715764,"first_name":"IJIRST","last_name":"International Journal for Innovative Research in Science and Technology","domain_name":"ramjimmakwana","page_name":"ijirstjournal","display_name":"IJIRST - International Journal for Innovative Research in Science and Technology","profile_url":"https://ramjimmakwana.academia.edu/ijirstjournal?f_ri=517903","photo":"https://0.academia-photos.com/14715764/4006643/18545758/s65_ijirst.international_journal_for_innovative_research_in_science_and_technology.jpg"}</script></span></span></li><li class="js-paper-rank-work_25849035 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="25849035"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 25849035, container: ".js-paper-rank-work_25849035", }); 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Water tanks and especially the elevated water tanks are structures of high importance which are considered as main lifeline elements that should be capable of keeping the expected performance i.e. operation during and after earthquakes. Thus researchers, in recent years, have focused on studying seismic behaviors of these tanks, particularly ground tanks, while only few of these researches have concerned with the elevated tanks and even less with the reinforced concrete elevated tanks. In this research, a sample of a concrete elevated water tank with 400 m3 have been studied and analyzed by linear dynamic method and seismic response such as base shear, tank displacement, max Bending Moment at the base of column under tank reinforced empty condition, tank full condition and tank half full condition for different type of bracing arrangements have been calculated and then results have been compared.","downloadable_attachments":[{"id":46215849,"asset_id":25849035,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":14715764,"first_name":"IJIRST","last_name":"International Journal for Innovative Research in Science and Technology","domain_name":"ramjimmakwana","page_name":"ijirstjournal","display_name":"IJIRST - International Journal for Innovative Research in Science and Technology","profile_url":"https://ramjimmakwana.academia.edu/ijirstjournal?f_ri=517903","photo":"https://0.academia-photos.com/14715764/4006643/18545758/s65_ijirst.international_journal_for_innovative_research_in_science_and_technology.jpg"}],"research_interests":[{"id":172588,"name":"Bracing","url":"https://www.academia.edu/Documents/in/Bracing?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":877207,"name":"Water Level","url":"https://www.academia.edu/Documents/in/Water_Level?f_ri=517903","nofollow":false},{"id":1380901,"name":"SAP 2000","url":"https://www.academia.edu/Documents/in/SAP_2000?f_ri=517903","nofollow":false},{"id":2143268,"name":"Elevated Water Tank","url":"https://www.academia.edu/Documents/in/Elevated_Water_Tank?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_23976007" data-work_id="23976007" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/23976007/Experimental_and_theoretical_rock_physics_research_with_application_to_reservoirs_seals_and_fluid_processes">Experimental and theoretical rock physics research with application to reservoirs, seals and fluid processes</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/23976007" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="a16a0dfc3ddb81af659e68e032bc6efa" rel="nofollow" data-download="{"attachment_id":44366089,"asset_id":23976007,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/44366089/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="46317648" href="https://csiro.academia.edu/DavidDewhurst">David Dewhurst</a><script data-card-contents-for-user="46317648" type="text/json">{"id":46317648,"first_name":"David","last_name":"Dewhurst","domain_name":"csiro","page_name":"DavidDewhurst","display_name":"David Dewhurst","profile_url":"https://csiro.academia.edu/DavidDewhurst?f_ri=517903","photo":"https://0.academia-photos.com/46317648/13667785/14805418/s65_david.dewhurst.jpg"}</script></span></span></li><li class="js-paper-rank-work_23976007 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="23976007"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 23976007, container: ".js-paper-rank-work_23976007", }); });</script></li><li class="js-percentile-work_23976007 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span 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$(".js-view-count[data-work-id=23976007]").text(description); $(".js-view-count-work_23976007").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_23976007").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="23976007"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">10</a>  </div><span class="InlineList-item-text u-textTruncate u-pl10x"><a class="InlineList-item-text" data-has-card-for-ri="5285" href="https://www.academia.edu/Documents/in/Petroleum">Petroleum</a>, <script data-card-contents-for-ri="5285" type="text/json">{"id":5285,"name":"Petroleum","url":"https://www.academia.edu/Documents/in/Petroleum?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="22930" href="https://www.academia.edu/Documents/in/Numerical_Modelling">Numerical Modelling</a>, <script data-card-contents-for-ri="22930" type="text/json">{"id":22930,"name":"Numerical Modelling","url":"https://www.academia.edu/Documents/in/Numerical_Modelling?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="44526" href="https://www.academia.edu/Documents/in/Feasibility_Study">Feasibility Study</a>, <script data-card-contents-for-ri="44526" type="text/json">{"id":44526,"name":"Feasibility Study","url":"https://www.academia.edu/Documents/in/Feasibility_Study?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="184965" href="https://www.academia.edu/Documents/in/Theoretical_Analysis">Theoretical Analysis</a><script data-card-contents-for-ri="184965" type="text/json">{"id":184965,"name":"Theoretical 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Dewhurst","profile_url":"https://csiro.academia.edu/DavidDewhurst?f_ri=517903","photo":"https://0.academia-photos.com/46317648/13667785/14805418/s65_david.dewhurst.jpg"}],"research_interests":[{"id":5285,"name":"Petroleum","url":"https://www.academia.edu/Documents/in/Petroleum?f_ri=517903","nofollow":false},{"id":22930,"name":"Numerical Modelling","url":"https://www.academia.edu/Documents/in/Numerical_Modelling?f_ri=517903","nofollow":false},{"id":44526,"name":"Feasibility Study","url":"https://www.academia.edu/Documents/in/Feasibility_Study?f_ri=517903","nofollow":false},{"id":184965,"name":"Theoretical Analysis","url":"https://www.academia.edu/Documents/in/Theoretical_Analysis?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903"},{"id":880607,"name":"Elastic Properties","url":"https://www.academia.edu/Documents/in/Elastic_Properties?f_ri=517903"},{"id":889740,"name":"Pore Pressure","url":"https://www.academia.edu/Documents/in/Pore_Pressure?f_ri=517903"},{"id":1044977,"name":"Petroleum Science and Engineering","url":"https://www.academia.edu/Documents/in/Petroleum_Science_and_Engineering?f_ri=517903"},{"id":1195987,"name":"Laboratory Tests","url":"https://www.academia.edu/Documents/in/Laboratory_Tests?f_ri=517903"},{"id":1353873,"name":"Shear Waves","url":"https://www.academia.edu/Documents/in/Shear_Waves?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_8536037" data-work_id="8536037" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/8536037/SEISMIC_RETROFITTING_BY_TUNED_SLOSHING_WATER_DAMPER">SEISMIC RETROFITTING BY TUNED SLOSHING WATER DAMPER</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Structural response control, with tuned sloshing water dampers (TSWD) may be adopted as seismic retrofitting measure for the existing structures (ES).The water tanks of designed geometry rigidly attached with the ES at strategic locations... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_8536037" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Structural response control, with tuned sloshing water dampers (TSWD) may be adopted as seismic<br />retrofitting measure for the existing structures (ES).The water tanks of designed geometry rigidly attached with the<br />ES at strategic locations behave as TSWD. Response reduction during earthquake is affected by energy dissipated<br />through sloshing of water mass.<br />The energy dissipation is dependent on mutual tuning of ES and TSWD, mass ratio, damping ratio of<br />TSWD and damping ratio of ES. Larger the mass ratio more will be the response reduction. Mutual dependency and<br />uncertainties involved with the assessment of dynamic properties of ES make the design process of retrofitting<br />system iterative and cumbersome.<br />Multiple dampers, with their frequencies distributed around the first mode frequency of ES, shall perform<br />more robustly. The desired mass ratio may be accommodated in multiple tanks. The geometry of these tanks may be<br />moderated in such a way that it behaves as multiple dampers. The multiple TSWD system will overcome the errors<br />due to assessment approximations of dynamic properties of ES and TSWD.<br />The performance of the retrofitting system is assessed by reduction in maximum structural displacement<br />affected. Design charts in the form of effectiveness ratio, depicting the performance of TSWDs, have been presented<br />which reduces iterative computational effort. The retrofitting methodology is explained by example of an existing<br />four story structure. The effectiveness and robust performance of multiple TSWD has been demonstrated. The<br />method ensures all time preparedness of the ES, without occupancy and structural interference, against earthquake.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/8536037" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="460de62fe76997c26791918761574a3d" rel="nofollow" data-download="{"attachment_id":34912037,"asset_id":8536037,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/34912037/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="8942652" href="https://barc-in.academia.edu/NishantRai">Nishant Rai</a><script data-card-contents-for-user="8942652" type="text/json">{"id":8942652,"first_name":"Nishant","last_name":"Rai","domain_name":"barc-in","page_name":"NishantRai","display_name":"Nishant Rai","profile_url":"https://barc-in.academia.edu/NishantRai?f_ri=517903","photo":"https://0.academia-photos.com/8942652/2924121/3420439/s65_nishant.rai.jpg"}</script></span></span></li><li class="js-paper-rank-work_8536037 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="8536037"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 8536037, container: ".js-paper-rank-work_8536037", }); 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$(".js-view-count[data-work-id=8536037]").text(description); $(".js-view-count-work_8536037").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_8536037").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="8536037"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">4</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="27700" href="https://www.academia.edu/Documents/in/Seismic_Retrofit">Seismic Retrofit</a>, <script data-card-contents-for-ri="27700" type="text/json">{"id":27700,"name":"Seismic Retrofit","url":"https://www.academia.edu/Documents/in/Seismic_Retrofit?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="238198" href="https://www.academia.edu/Documents/in/Seismic_analysis_and_design">Seismic analysis and design</a>, <script data-card-contents-for-ri="238198" type="text/json">{"id":238198,"name":"Seismic analysis and design","url":"https://www.academia.edu/Documents/in/Seismic_analysis_and_design?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="485959" href="https://www.academia.edu/Documents/in/Seismic_resistant_design_of_structures">Seismic resistant design of structures</a>, <script data-card-contents-for-ri="485959" type="text/json">{"id":485959,"name":"Seismic resistant design of structures","url":"https://www.academia.edu/Documents/in/Seismic_resistant_design_of_structures?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=8536037]'), work: {"id":8536037,"title":"SEISMIC RETROFITTING BY TUNED SLOSHING WATER DAMPER","created_at":"2014-09-28T12:20:16.952-07:00","url":"https://www.academia.edu/8536037/SEISMIC_RETROFITTING_BY_TUNED_SLOSHING_WATER_DAMPER?f_ri=517903","dom_id":"work_8536037","summary":"Structural response control, with tuned sloshing water dampers (TSWD) may be adopted as seismic\nretrofitting measure for the existing structures (ES).The water tanks of designed geometry rigidly attached with the\nES at strategic locations behave as TSWD. Response reduction during earthquake is affected by energy dissipated\nthrough sloshing of water mass.\nThe energy dissipation is dependent on mutual tuning of ES and TSWD, mass ratio, damping ratio of\nTSWD and damping ratio of ES. Larger the mass ratio more will be the response reduction. Mutual dependency and\nuncertainties involved with the assessment of dynamic properties of ES make the design process of retrofitting\nsystem iterative and cumbersome.\nMultiple dampers, with their frequencies distributed around the first mode frequency of ES, shall perform\nmore robustly. The desired mass ratio may be accommodated in multiple tanks. The geometry of these tanks may be\nmoderated in such a way that it behaves as multiple dampers. The multiple TSWD system will overcome the errors\ndue to assessment approximations of dynamic properties of ES and TSWD.\nThe performance of the retrofitting system is assessed by reduction in maximum structural displacement\naffected. Design charts in the form of effectiveness ratio, depicting the performance of TSWDs, have been presented\nwhich reduces iterative computational effort. The retrofitting methodology is explained by example of an existing\nfour story structure. The effectiveness and robust performance of multiple TSWD has been demonstrated. The\nmethod ensures all time preparedness of the ES, without occupancy and structural interference, against earthquake.","downloadable_attachments":[{"id":34912037,"asset_id":8536037,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":8942652,"first_name":"Nishant","last_name":"Rai","domain_name":"barc-in","page_name":"NishantRai","display_name":"Nishant Rai","profile_url":"https://barc-in.academia.edu/NishantRai?f_ri=517903","photo":"https://0.academia-photos.com/8942652/2924121/3420439/s65_nishant.rai.jpg"}],"research_interests":[{"id":27700,"name":"Seismic Retrofit","url":"https://www.academia.edu/Documents/in/Seismic_Retrofit?f_ri=517903","nofollow":false},{"id":238198,"name":"Seismic analysis and design","url":"https://www.academia.edu/Documents/in/Seismic_analysis_and_design?f_ri=517903","nofollow":false},{"id":485959,"name":"Seismic resistant design of structures","url":"https://www.academia.edu/Documents/in/Seismic_resistant_design_of_structures?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_26407042" data-work_id="26407042" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/26407042/Seismic_response_of_infilled_framed_buildings_using_pushover_analysis">Seismic response of infilled framed buildings using pushover analysis</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Structural frames are often filled with infilled walls serving as partitions. Although the infills usually are not considered in the structural analysis and design, their influence on the seismic behaviour of the infilled frame structures... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_26407042" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Structural frames are often filled with infilled walls serving as partitions. Although the infills usually are not considered in the structural analysis and design, their influence on the seismic behaviour of the infilled frame structures is considerable. In the present study, a parametric study of certain infilled frames, using the strut model to capture the global effects of the infills was carried out. Three concrete planar frames of five-stories and three-bays are considered which have been designed in accordance with Turkish Codes. Pushover analysis is adopted for the evaluation of the seismic response of the frames. Each frame is subjected to four different loading cases. The results of the cases are briefly presented and compared. The effect of infill walls on seismic behavior of two sample frames with different infill arrangements was investigated. The results yield that it is essential to consider the effect of masonry infills for the seismic evaluation of moment-resisting RC frames, especially for the prediction of its ultimate state, infills having no irregularity in elevation have beneficial effect on buildings and infills appear to have a significant effect on the reduction of global lateral displacements.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/26407042" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="cedfa7e1cb89571d6e9c8b04fadd7f6f" rel="nofollow" data-download="{"attachment_id":74786932,"asset_id":26407042,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/74786932/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="33777679" href="https://istanbultek.academia.edu/KonuralpGirgin">Konuralp Girgin</a><script data-card-contents-for-user="33777679" type="text/json">{"id":33777679,"first_name":"Konuralp","last_name":"Girgin","domain_name":"istanbultek","page_name":"KonuralpGirgin","display_name":"Konuralp Girgin","profile_url":"https://istanbultek.academia.edu/KonuralpGirgin?f_ri=517903","photo":"https://0.academia-photos.com/33777679/9946222/56932599/s65_konuralp.girgin.jpg"}</script></span></span></li><li class="js-paper-rank-work_26407042 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="26407042"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 26407042, container: ".js-paper-rank-work_26407042", }); });</script></li><li class="js-percentile-work_26407042 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 26407042; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_26407042"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_26407042 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="26407042"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 26407042; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=26407042]").text(description); $(".js-view-count-work_26407042").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_26407042").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="26407042"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">6</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="83539" href="https://www.academia.edu/Documents/in/Pushover_Analysis">Pushover Analysis</a>, <script data-card-contents-for-ri="83539" type="text/json">{"id":83539,"name":"Pushover Analysis","url":"https://www.academia.edu/Documents/in/Pushover_Analysis?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="479190" href="https://www.academia.edu/Documents/in/Plastic_Hinge">Plastic Hinge</a>, <script data-card-contents-for-ri="479190" type="text/json">{"id":479190,"name":"Plastic Hinge","url":"https://www.academia.edu/Documents/in/Plastic_Hinge?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a>, <script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="1190310" href="https://www.academia.edu/Documents/in/Capacity_Spectrum_Method">Capacity Spectrum Method</a><script data-card-contents-for-ri="1190310" type="text/json">{"id":1190310,"name":"Capacity Spectrum Method","url":"https://www.academia.edu/Documents/in/Capacity_Spectrum_Method?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=26407042]'), work: {"id":26407042,"title":"Seismic response of infilled framed buildings using pushover analysis","created_at":"2016-06-22T06:55:11.371-07:00","url":"https://www.academia.edu/26407042/Seismic_response_of_infilled_framed_buildings_using_pushover_analysis?f_ri=517903","dom_id":"work_26407042","summary":"Structural frames are often filled with infilled walls serving as partitions. Although the infills usually are not considered in the structural analysis and design, their influence on the seismic behaviour of the infilled frame structures is considerable. In the present study, a parametric study of certain infilled frames, using the strut model to capture the global effects of the infills was carried out. Three concrete planar frames of five-stories and three-bays are considered which have been designed in accordance with Turkish Codes. Pushover analysis is adopted for the evaluation of the seismic response of the frames. Each frame is subjected to four different loading cases. The results of the cases are briefly presented and compared. The effect of infill walls on seismic behavior of two sample frames with different infill arrangements was investigated. The results yield that it is essential to consider the effect of masonry infills for the seismic evaluation of moment-resisting RC frames, especially for the prediction of its ultimate state, infills having no irregularity in elevation have beneficial effect on buildings and infills appear to have a significant effect on the reduction of global lateral displacements.","downloadable_attachments":[{"id":74786932,"asset_id":26407042,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":33777679,"first_name":"Konuralp","last_name":"Girgin","domain_name":"istanbultek","page_name":"KonuralpGirgin","display_name":"Konuralp Girgin","profile_url":"https://istanbultek.academia.edu/KonuralpGirgin?f_ri=517903","photo":"https://0.academia-photos.com/33777679/9946222/56932599/s65_konuralp.girgin.jpg"}],"research_interests":[{"id":83539,"name":"Pushover Analysis","url":"https://www.academia.edu/Documents/in/Pushover_Analysis?f_ri=517903","nofollow":false},{"id":479190,"name":"Plastic Hinge","url":"https://www.academia.edu/Documents/in/Plastic_Hinge?f_ri=517903","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false},{"id":1190310,"name":"Capacity Spectrum Method","url":"https://www.academia.edu/Documents/in/Capacity_Spectrum_Method?f_ri=517903","nofollow":false},{"id":1479463,"name":"Infilled Rc Frame","url":"https://www.academia.edu/Documents/in/Infilled_Rc_Frame?f_ri=517903"},{"id":2290514,"name":"Infill Walls","url":"https://www.academia.edu/Documents/in/Infill_Walls?f_ri=517903"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_28136004" data-work_id="28136004" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/28136004/Seismic_Performance_Evaluation_of_Reinforced_Concrete_Filled_Steel_Tube_Pile_Column_Bridge_Bents">Seismic Performance Evaluation of Reinforced Concrete-Filled Steel Tube Pile/Column Bridge Bents</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/28136004" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="7924d06ad4975f5e68906da2d551d263" rel="nofollow" data-download="{"attachment_id":48450753,"asset_id":28136004,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/48450753/download_file?st=MTczMjc1MjU1Myw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="7406574" href="https://independent.academia.edu/UmairSiddiqui3">Umair Siddiqui</a><script data-card-contents-for-user="7406574" type="text/json">{"id":7406574,"first_name":"Umair","last_name":"Siddiqui","domain_name":"independent","page_name":"UmairSiddiqui3","display_name":"Umair Siddiqui","profile_url":"https://independent.academia.edu/UmairSiddiqui3?f_ri=517903","photo":"https://0.academia-photos.com/7406574/46211467/35781583/s65_umair.siddiqui.jpg"}</script></span></span></li><li class="js-paper-rank-work_28136004 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="28136004"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 28136004, container: ".js-paper-rank-work_28136004", }); });</script></li><li class="js-percentile-work_28136004 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 28136004; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_28136004"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_28136004 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="28136004"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 28136004; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=28136004]").text(description); $(".js-view-count-work_28136004").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_28136004").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="28136004"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">7</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="73" href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="2370" href="https://www.academia.edu/Documents/in/Earthquake_Engineering">Earthquake Engineering</a>, <script data-card-contents-for-ri="2370" type="text/json">{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="55641" href="https://www.academia.edu/Documents/in/Performance_Evaluation">Performance Evaluation</a>, <script data-card-contents-for-ri="55641" type="text/json">{"id":55641,"name":"Performance Evaluation","url":"https://www.academia.edu/Documents/in/Performance_Evaluation?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="265967" href="https://www.academia.edu/Documents/in/Reinforced_concrete">Reinforced concrete</a><script data-card-contents-for-ri="265967" type="text/json">{"id":265967,"name":"Reinforced concrete","url":"https://www.academia.edu/Documents/in/Reinforced_concrete?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: 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class="InlineList-item-text" data-has-card-for-ri="449782" href="https://www.academia.edu/Documents/in/o_Structural_design_of_tall_buildings">o Structural design of tall buildings</a>, <script data-card-contents-for-ri="449782" type="text/json">{"id":449782,"name":"o\tStructural design of tall buildings","url":"https://www.academia.edu/Documents/in/o_Structural_design_of_tall_buildings?f_ri=517903","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="517903" href="https://www.academia.edu/Documents/in/Seismic_response">Seismic response</a><script data-card-contents-for-ri="517903" type="text/json">{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=517903","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=15553218]'), work: {"id":15553218,"title":"Seismic response of structures with supplemental 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