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Ideal... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_68254337" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The effect of higher modes on the maximum response of buildings subjected to one horizontal component of earthquake ground motion is discussed with the objective of developing better design formulas for use in building design. Ideal buildings of different numbers of storeys and structural systems are defined; their dynamic properties that define higher mode contribution are identified and are shown to be representative of real buildings. Design formulas that give the required number of modes to be used in a dynamic analysis are developed from parametric studies as a function of the admissible error, the number of storeys and the relation between the fundamental period and the corner spectrum period. The recommendations are simple to use and more rational and accurate than the ones actually in use in most seismic design codes.</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/68254337" 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="ce407020e9951ee544adcde1163293ad" rel="nofollow" data-download="{"attachment_id":78972583,"asset_id":68254337,"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/78972583/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="33162157" href="https://independent.academia.edu/OscarL%C3%B3pez19">Oscar López</a><script data-card-contents-for-user="33162157" type="text/json">{"id":33162157,"first_name":"Oscar","last_name":"López","domain_name":"independent","page_name":"OscarLópez19","display_name":"Oscar López","profile_url":"https://independent.academia.edu/OscarL%C3%B3pez19?f_ri=43715","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-68254337">+1</span><div class="hidden js-additional-users-68254337"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/miguelcruz685">miguel cruz</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-68254337'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-68254337').html(); 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container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_68254337 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="68254337"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 68254337; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=68254337]").text(description); $(".js-view-count-work_68254337").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_68254337").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="68254337"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">5</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=43715","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=43715","nofollow":false}</script><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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="95992" href="https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics">Earthquake Engineering and Structural Dynamics</a><script data-card-contents-for-ri="95992" type="text/json">{"id":95992,"name":"Earthquake Engineering and Structural Dynamics","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics?f_ri=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=68254337]'), work: {"id":68254337,"title":"Number of Modes for the Seismic Design of Buildings","created_at":"2022-01-15T04:00:09.480-08:00","url":"https://www.academia.edu/68254337/Number_of_Modes_for_the_Seismic_Design_of_Buildings?f_ri=43715","dom_id":"work_68254337","summary":"The effect of higher modes on the maximum response of buildings subjected to one horizontal component of earthquake ground motion is discussed with the objective of developing better design formulas for use in building design. Ideal buildings of different numbers of storeys and structural systems are defined; their dynamic properties that define higher mode contribution are identified and are shown to be representative of real buildings. Design formulas that give the required number of modes to be used in a dynamic analysis are developed from parametric studies as a function of the admissible error, the number of storeys and the relation between the fundamental period and the corner spectrum period. The recommendations are simple to use and more rational and accurate than the ones actually in use in most seismic design codes.","downloadable_attachments":[{"id":78972583,"asset_id":68254337,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":33162157,"first_name":"Oscar","last_name":"López","domain_name":"independent","page_name":"OscarLópez19","display_name":"Oscar López","profile_url":"https://independent.academia.edu/OscarL%C3%B3pez19?f_ri=43715","photo":"/images/s65_no_pic.png"},{"id":213532496,"first_name":"miguel","last_name":"cruz","domain_name":"independent","page_name":"miguelcruz685","display_name":"miguel cruz","profile_url":"https://independent.academia.edu/miguelcruz685?f_ri=43715","photo":"https://0.academia-photos.com/213532496/72396094/60860078/s65_miguel.cruz.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":67974,"name":"Dynamic Analysis","url":"https://www.academia.edu/Documents/in/Dynamic_Analysis?f_ri=43715","nofollow":false},{"id":95992,"name":"Earthquake Engineering and Structural Dynamics","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics?f_ri=43715","nofollow":false},{"id":186204,"name":"Building Design","url":"https://www.academia.edu/Documents/in/Building_Design?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_4954777" data-work_id="4954777" 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/4954777/Assessment_of_seismic_design_procedures_based_on_the_total_cost">Assessment of seismic design procedures based on the total cost</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 assessment of seismic design codes has become the subject of intensive research work which revealed several weak points of the codes that originated from the limitations in predicting with acceptable precision the response of a... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_4954777" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The assessment of seismic design codes has become the subject of intensive research work which revealed several weak points of the codes that originated from the limitations in predicting with acceptable precision the response of a structure under a moderate or severe earthquake. Most of the seismic design codes belong to the class of prescriptive procedures, where if certain constraints are fulfilled, the structure is considered safe. Prescriptive design procedures fail to provide acceptable levels of structural performance over its life because, in most of them, the structure is assessed using only one design earthquake. Performance-based design is a different philosophy for designing against hazards; the structure is designed to meet a number of performance objectives. The objectives of this study is to compare the initial and limit state-dependent cost of an RC building designed either to meet the provisions of the Greek national seismic design code or based on a performance-based design procedure. Two were the most important findings of this study: (i) the initial cost for an RC structure, designed to permit elastic behaviour for the response spectrum of the Greek national seismic code, is not prohibitive and (ii) that an RC structure based on the proposed performance-based design procedure lead to economical designs with respect to the total cost compared to a code conforming design. Copyright © 2006 John Wiley & Sons, Ltd.</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/4954777" 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="1542e63d65284c38c9f2262b029496b1" rel="nofollow" data-download="{"attachment_id":49515105,"asset_id":4954777,"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/49515105/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="6526849" href="https://ntua.academia.edu/NikosLagaros">Nikos Lagaros</a><script data-card-contents-for-user="6526849" type="text/json">{"id":6526849,"first_name":"Nikos","last_name":"Lagaros","domain_name":"ntua","page_name":"NikosLagaros","display_name":"Nikos Lagaros","profile_url":"https://ntua.academia.edu/NikosLagaros?f_ri=43715","photo":"https://0.academia-photos.com/6526849/2621271/3044155/s65_nikos.lagaros.jpg"}</script></span></span></li><li class="js-paper-rank-work_4954777 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="4954777"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 4954777, container: ".js-paper-rank-work_4954777", }); 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$(".js-view-count[data-work-id=4954777]").text(description); $(".js-view-count-work_4954777").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_4954777").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="4954777"><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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="803" href="https://www.academia.edu/Documents/in/Philosophy">Philosophy</a>, <script data-card-contents-for-ri="803" type="text/json">{"id":803,"name":"Philosophy","url":"https://www.academia.edu/Documents/in/Philosophy?f_ri=43715","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=43715","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=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=4954777]'), work: {"id":4954777,"title":"Assessment of seismic design procedures based on the total cost","created_at":"2013-10-31T23:28:54.004-07:00","url":"https://www.academia.edu/4954777/Assessment_of_seismic_design_procedures_based_on_the_total_cost?f_ri=43715","dom_id":"work_4954777","summary":"The assessment of seismic design codes has become the subject of intensive research work which revealed several weak points of the codes that originated from the limitations in predicting with acceptable precision the response of a structure under a moderate or severe earthquake. Most of the seismic design codes belong to the class of prescriptive procedures, where if certain constraints are fulfilled, the structure is considered safe. Prescriptive design procedures fail to provide acceptable levels of structural performance over its life because, in most of them, the structure is assessed using only one design earthquake. Performance-based design is a different philosophy for designing against hazards; the structure is designed to meet a number of performance objectives. The objectives of this study is to compare the initial and limit state-dependent cost of an RC building designed either to meet the provisions of the Greek national seismic design code or based on a performance-based design procedure. Two were the most important findings of this study: (i) the initial cost for an RC structure, designed to permit elastic behaviour for the response spectrum of the Greek national seismic code, is not prohibitive and (ii) that an RC structure based on the proposed performance-based design procedure lead to economical designs with respect to the total cost compared to a code conforming design. Copyright © 2006 John Wiley \u0026 Sons, Ltd.","downloadable_attachments":[{"id":49515105,"asset_id":4954777,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":6526849,"first_name":"Nikos","last_name":"Lagaros","domain_name":"ntua","page_name":"NikosLagaros","display_name":"Nikos Lagaros","profile_url":"https://ntua.academia.edu/NikosLagaros?f_ri=43715","photo":"https://0.academia-photos.com/6526849/2621271/3044155/s65_nikos.lagaros.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":803,"name":"Philosophy","url":"https://www.academia.edu/Documents/in/Philosophy?f_ri=43715","nofollow":false},{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":95992,"name":"Earthquake Engineering and Structural Dynamics","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics?f_ri=43715"},{"id":116579,"name":"Lead","url":"https://www.academia.edu/Documents/in/Lead?f_ri=43715"},{"id":220049,"name":"Accuracy","url":"https://www.academia.edu/Documents/in/Accuracy?f_ri=43715"},{"id":638808,"name":"Precision","url":"https://www.academia.edu/Documents/in/Precision?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_61741840" data-work_id="61741840" 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/61741840/Performance_based_optimum_seismic_design_of_reinforced_concrete_structures">Performance-based optimum seismic design of reinforced concrete 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">A fully automated design methodology based on nonlinear response history analysis is proposed for the optimum seismic design of reinforced concrete (RC) structures. The conventional trial-and-error process is replaced by a structural... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_61741840" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A fully automated design methodology based on nonlinear response history analysis is proposed for the optimum seismic design of reinforced concrete (RC) structures. The conventional trial-and-error process is replaced by a structural optimization algorithm that serves as a search engine capable of locating the most efficient design in terms of cost and performance. Two variations of the proposed design methodology are introduced. The first approach treats the optimum design problem in a deterministic manner, while in the second variation the optimum design is sought in the framework of a reliability-based optimization problem. The reliability-based approach seems to be a more rational procedure since more meaningful design criteria that correlate better with the performance-based design concept can be adopted. Thus, the practice of using the mean annual frequency of a limit-state being exceeded to assess the candidate designs is compared with the use of deterministic criteria. Both ...</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/61741840" 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="74735ece3f00e568440161d5874b77a3" rel="nofollow" data-download="{"attachment_id":74702566,"asset_id":61741840,"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/74702566/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="43344006" href="https://independent.academia.edu/ManolisPapadrakakis">Manolis Papadrakakis</a><script data-card-contents-for-user="43344006" type="text/json">{"id":43344006,"first_name":"Manolis","last_name":"Papadrakakis","domain_name":"independent","page_name":"ManolisPapadrakakis","display_name":"Manolis Papadrakakis","profile_url":"https://independent.academia.edu/ManolisPapadrakakis?f_ri=43715","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_61741840 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="61741840"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 61741840, container: ".js-paper-rank-work_61741840", }); 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The conventional trial-and-error process is replaced by a structural optimization algorithm that serves as a search engine capable of locating the most efficient design in terms of cost and performance. Two variations of the proposed design methodology are introduced. The first approach treats the optimum design problem in a deterministic manner, while in the second variation the optimum design is sought in the framework of a reliability-based optimization problem. The reliability-based approach seems to be a more rational procedure since more meaningful design criteria that correlate better with the performance-based design concept can be adopted. Thus, the practice of using the mean annual frequency of a limit-state being exceeded to assess the candidate designs is compared with the use of deterministic criteria. Both ...","downloadable_attachments":[{"id":74702566,"asset_id":61741840,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":43344006,"first_name":"Manolis","last_name":"Papadrakakis","domain_name":"independent","page_name":"ManolisPapadrakakis","display_name":"Manolis Papadrakakis","profile_url":"https://independent.academia.edu/ManolisPapadrakakis?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":428,"name":"Algorithms","url":"https://www.academia.edu/Documents/in/Algorithms?f_ri=43715","nofollow":false},{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=43715","nofollow":false},{"id":9043,"name":"Performance","url":"https://www.academia.edu/Documents/in/Performance?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715"},{"id":43981,"name":"Optimization","url":"https://www.academia.edu/Documents/in/Optimization?f_ri=43715"},{"id":46271,"name":"Strategy","url":"https://www.academia.edu/Documents/in/Strategy?f_ri=43715"},{"id":95992,"name":"Earthquake Engineering and Structural Dynamics","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics?f_ri=43715"},{"id":123506,"name":"Reliability","url":"https://www.academia.edu/Documents/in/Reliability?f_ri=43715"},{"id":137570,"name":"Data Bases","url":"https://www.academia.edu/Documents/in/Data_Bases?f_ri=43715"},{"id":144046,"name":"Frequency","url":"https://www.academia.edu/Documents/in/Frequency?f_ri=43715"},{"id":182211,"name":"Performances","url":"https://www.academia.edu/Documents/in/Performances?f_ri=43715"},{"id":184683,"name":"Reduction","url":"https://www.academia.edu/Documents/in/Reduction?f_ri=43715"},{"id":405713,"name":"Collapse","url":"https://www.academia.edu/Documents/in/Collapse?f_ri=43715"},{"id":1210850,"name":"Cascade","url":"https://www.academia.edu/Documents/in/Cascade?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_78963999" data-work_id="78963999" 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/78963999/Experimental_testing_of_joints_for_seismic_design_of_lightweight_structures_Part_3_Gussets_corner_joints_x_braced_frames">Experimental testing of joints for seismic design of lightweight structures. Part 3: Gussets, corner joints, x-braced frames</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/78963999" 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="d1b342e1bb196ff63483f42d885df9d2" rel="nofollow" data-download="{"attachment_id":85844170,"asset_id":78963999,"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/85844170/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="218820847" href="https://independent.academia.edu/AlfredoArnedoPena">Alfredo Arnedo Pena</a><script data-card-contents-for-user="218820847" type="text/json">{"id":218820847,"first_name":"Alfredo","last_name":"Arnedo Pena","domain_name":"independent","page_name":"AlfredoArnedoPena","display_name":"Alfredo Arnedo Pena","profile_url":"https://independent.academia.edu/AlfredoArnedoPena?f_ri=43715","photo":"https://0.academia-photos.com/218820847/76956356/65487322/s65_alfredo.arnedo_pena.png"}</script></span></span></li><li class="js-paper-rank-work_78963999 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="78963999"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 78963999, container: ".js-paper-rank-work_78963999", }); 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Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="95992" href="https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics">Earthquake Engineering and Structural Dynamics</a><script data-card-contents-for-ri="95992" type="text/json">{"id":95992,"name":"Earthquake Engineering and Structural Dynamics","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics?f_ri=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=73505514]'), work: {"id":73505514,"title":"On tuned mass dampers for reducing the seismic response of structures","created_at":"2022-03-10T18:28:16.546-08:00","url":"https://www.academia.edu/73505514/On_tuned_mass_dampers_for_reducing_the_seismic_response_of_structures?f_ri=43715","dom_id":"work_73505514","summary":null,"downloadable_attachments":[{"id":82002677,"asset_id":73505514,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":152251466,"first_name":"julio","last_name":"miranda","domain_name":"independent","page_name":"juliomiranda87","display_name":"julio miranda","profile_url":"https://independent.academia.edu/juliomiranda87?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=43715","nofollow":false},{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":95992,"name":"Earthquake Engineering and Structural Dynamics","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering_and_Structural_Dynamics?f_ri=43715","nofollow":false},{"id":232858,"name":"Energy Dissipation","url":"https://www.academia.edu/Documents/in/Energy_Dissipation?f_ri=43715"},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=43715"},{"id":1625397,"name":"Tuned Mass Damper","url":"https://www.academia.edu/Documents/in/Tuned_Mass_Damper?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_15553340 coauthored" data-work_id="15553340" 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/15553340/Displacement_Estimates_for_Performance_Based_Seismic_Design">Displacement Estimates for Performance-Based Seismic Design</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/15553340" 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="6796f92eb354c77bdb2d9879a54f7c7b" rel="nofollow" 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type="text/json">{"id":28287856,"first_name":"Andrew","last_name":"Whittaker","domain_name":"sunybuffalo","page_name":"AndrewWhittaker","display_name":"Andrew S Whittaker","profile_url":"https://sunybuffalo.academia.edu/AndrewWhittaker?f_ri=43715","photo":"https://0.academia-photos.com/28287856/13255577/14527639/s65_andrew.whittaker.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-15553340">+1</span><div class="hidden js-additional-users-15553340"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/MichaelConstantinou">Michael Constantinou</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-15553340'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-15553340').html(); } } new 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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=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=15553340]'), work: {"id":15553340,"title":"Displacement Estimates for Performance-Based Seismic Design","created_at":"2015-09-09T13:30:00.814-07:00","url":"https://www.academia.edu/15553340/Displacement_Estimates_for_Performance_Based_Seismic_Design?f_ri=43715","dom_id":"work_15553340","summary":null,"downloadable_attachments":[{"id":43090904,"asset_id":15553340,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":28287856,"first_name":"Andrew","last_name":"Whittaker","domain_name":"sunybuffalo","page_name":"AndrewWhittaker","display_name":"Andrew S 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class="clearfix u-pv7x u-mb0x js-work-card work_27453934" data-work_id="27453934" 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/27453934/Earthquake_Simulator_Testing_and_Seismic_Evaluation_of_Suspended_Ceilings">Earthquake Simulator Testing and Seismic Evaluation of Suspended Ceilings</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/27453934" 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 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type="text/json">{"id":1372,"name":"Architecture","url":"https://www.academia.edu/Documents/in/Architecture?f_ri=43715","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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="86971" href="https://www.academia.edu/Documents/in/Architectural">Architectural</a><script data-card-contents-for-ri="86971" type="text/json">{"id":86971,"name":"Architectural","url":"https://www.academia.edu/Documents/in/Architectural?f_ri=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=27453934]'), work: {"id":27453934,"title":"Earthquake Simulator Testing and Seismic Evaluation of Suspended Ceilings","created_at":"2016-08-01T22:00:29.520-07:00","url":"https://www.academia.edu/27453934/Earthquake_Simulator_Testing_and_Seismic_Evaluation_of_Suspended_Ceilings?f_ri=43715","dom_id":"work_27453934","summary":null,"downloadable_attachments":[{"id":47713383,"asset_id":27453934,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":10837442,"first_name":"Andrei","last_name":"Reinhorn","domain_name":"buffalo","page_name":"AndreiReinhorn","display_name":"Andrei Reinhorn","profile_url":"https://buffalo.academia.edu/AndreiReinhorn?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":67,"name":"Architectural Engineering","url":"https://www.academia.edu/Documents/in/Architectural_Engineering?f_ri=43715","nofollow":false},{"id":1372,"name":"Architecture","url":"https://www.academia.edu/Documents/in/Architecture?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":86971,"name":"Architectural","url":"https://www.academia.edu/Documents/in/Architectural?f_ri=43715","nofollow":false},{"id":101782,"name":"Building","url":"https://www.academia.edu/Documents/in/Building?f_ri=43715"},{"id":492943,"name":"Fragility","url":"https://www.academia.edu/Documents/in/Fragility?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_13715888" data-work_id="13715888" 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/13715888/Cyclic_behaviour_of_a_full_scale_RC_structural_wall">Cyclic behaviour of a full scale RC structural wall</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 results of an experimental test on a full scale RC structural wall subjected to cyclic loading are herein presented. The tested specimen is representative of a wall in a four storey building with one underground floor, designed for... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_13715888" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The results of an experimental test on a full scale RC structural wall subjected to cyclic loading are herein presented. The tested specimen is representative of a wall in a four storey building with one underground floor, designed for moderate seismic actions (PGA=0.20 g) adopting the European Seismic Code (Eurocode 8, EC8). The experimental specimen is 15.5 m long and</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/13715888" 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="32b89d2609984db0147d6057ddf123d9" rel="nofollow" data-download="{"attachment_id":45026499,"asset_id":13715888,"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/45026499/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="32845161" href="https://unibs.academia.edu/EzioGiuriani">Ezio Giuriani</a><script data-card-contents-for-user="32845161" type="text/json">{"id":32845161,"first_name":"Ezio","last_name":"Giuriani","domain_name":"unibs","page_name":"EzioGiuriani","display_name":"Ezio Giuriani","profile_url":"https://unibs.academia.edu/EzioGiuriani?f_ri=43715","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_13715888 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="13715888"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 13715888, container: ".js-paper-rank-work_13715888", }); 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Katrina","url":"https://www.academia.edu/Documents/in/Hurricane_Katrina?f_ri=43715"},{"id":220059,"name":"Subject headings","url":"https://www.academia.edu/Documents/in/Subject_headings?f_ri=43715"},{"id":382847,"name":"Bridge","url":"https://www.academia.edu/Documents/in/Bridge?f_ri=43715"},{"id":556983,"name":"Storm surge","url":"https://www.academia.edu/Documents/in/Storm_surge?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_60585520" data-work_id="60585520" 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/60585520/Seismic_Design_and_Evaluation_of_Concrete_Dams_An_Engineering_Manual">Seismic 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="d70d7b17ccef2c33d8966c10c54f8d69" 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=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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=43715","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>$(function() { new Works.PaperRankView({ workId: 60585520, container: ".js-paper-rank-work_60585520", }); 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$(".js-view-count[data-work-id=60585520]").text(description); $(".js-view-count-work_60585520").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_60585520").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="60585520"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">5</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><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=43715","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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="68432" href="https://www.academia.edu/Documents/in/Nonlinear_Analysis">Nonlinear Analysis</a>, <script data-card-contents-for-ri="68432" type="text/json">{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=43715","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=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=60585520]'), work: {"id":60585520,"title":"Seismic Design and Evaluation of Concrete Dams - An Engineering Manual","created_at":"2021-10-31T11:50:08.743-07:00","url":"https://www.academia.edu/60585520/Seismic_Design_and_Evaluation_of_Concrete_Dams_An_Engineering_Manual?f_ri=43715","dom_id":"work_60585520","summary":"This paper provides an overview of the US Army Corps of Engineers\u0026#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.","downloadable_attachments":[{"id":73963943,"asset_id":60585520,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"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=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":3157,"name":"Seismic Hazard","url":"https://www.academia.edu/Documents/in/Seismic_Hazard?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=43715","nofollow":false},{"id":517903,"name":"Seismic response","url":"https://www.academia.edu/Documents/in/Seismic_response?f_ri=43715","nofollow":false},{"id":887393,"name":"Damage Control","url":"https://www.academia.edu/Documents/in/Damage_Control?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_1258819" data-work_id="1258819" 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/1258819/Seismic_analysis_of_sheathing_braced_cold_formed_steel_structures">Seismic analysis of sheathing-braced cold-formed steel 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">The seismic behavior of sheathed cold-formed steel (SCFS) structures is characterized by the lateral response of shear walls. Basically, if cold-formed steel (CFS) structures are designed according to the “sheathing-design” methodology,... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_1258819" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The seismic behavior of sheathed cold-formed steel (SCFS) structures is characterized by the lateral response of shear walls. Basically, if cold-formed steel (CFS) structures are designed according to the “sheathing-design” methodology, then the seismic behavior of shear walls is strongly influenced by the sheathing-to-frame connections response, characterized by a remarkable nonlinear response and a strong pinching of hysteresis loops. In this paper the results of an extensive parametric non linear dynamic analysis, carried out on one story buildings by means of incremental dynamic analysis (IDA), using an ad hoc model of the hysteresis response of SCFS shear walls, are presented. An extended number of wall configurations has been considered investigating several parameters such as sheathing panel typology, wall geometry, external screw spacing, seismic weight and soil type. Based on IDA results, three behavior factors have been defined, which take into account overstrength, ductility and both overstrength and ductility, respectively. Finally, a design nomograph for the seismic design of single-storey SCFS frame structures developed on the basis of non-linear dynamic analysis results is presented. This last aims to complete a proposal of a design methodology, already presented by the author in the last years.► The seismic behavior of sheathed CFS shear walls is under investigation. ► Parametric non linear dynamic analysis results of SCFS structures are presented. ► Three behavior factors for sheathed CFS structures have been defined. ► A nomograph for the seismic design of SCFS frame structures is presented. ► The procedure applicability is demonstrated through the design of a typical house.</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/1258819" 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="600a3620a46bb1c4175407895b072d59" rel="nofollow" data-download="{"attachment_id":51048735,"asset_id":1258819,"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/51048735/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="2018203" href="https://independent.academia.edu/NikhilOhol">Nikhil Ohol</a><script data-card-contents-for-user="2018203" type="text/json">{"id":2018203,"first_name":"Nikhil","last_name":"Ohol","domain_name":"independent","page_name":"NikhilOhol","display_name":"Nikhil Ohol","profile_url":"https://independent.academia.edu/NikhilOhol?f_ri=43715","photo":"https://0.academia-photos.com/2018203/666096/826863/s65_nikhil.ohol.jpg"}</script></span></span></li><li class="js-paper-rank-work_1258819 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="1258819"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 1258819, container: ".js-paper-rank-work_1258819", }); 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$(".js-view-count[data-work-id=1258819]").text(description); $(".js-view-count-work_1258819").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_1258819").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="1258819"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">11</a>  </div><span class="InlineList-item-text u-textTruncate u-pl10x"><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=43715","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=43715","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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="105427" href="https://www.academia.edu/Documents/in/Cold_Formed_Steel">Cold Formed Steel</a><script data-card-contents-for-ri="105427" type="text/json">{"id":105427,"name":"Cold Formed Steel","url":"https://www.academia.edu/Documents/in/Cold_Formed_Steel?f_ri=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=1258819]'), work: {"id":1258819,"title":"Seismic analysis of sheathing-braced cold-formed steel structures","created_at":"2012-06-26T03:32:21.675-07:00","url":"https://www.academia.edu/1258819/Seismic_analysis_of_sheathing_braced_cold_formed_steel_structures?f_ri=43715","dom_id":"work_1258819","summary":"The seismic behavior of sheathed cold-formed steel (SCFS) structures is characterized by the lateral response of shear walls. Basically, if cold-formed steel (CFS) structures are designed according to the “sheathing-design” methodology, then the seismic behavior of shear walls is strongly influenced by the sheathing-to-frame connections response, characterized by a remarkable nonlinear response and a strong pinching of hysteresis loops. In this paper the results of an extensive parametric non linear dynamic analysis, carried out on one story buildings by means of incremental dynamic analysis (IDA), using an ad hoc model of the hysteresis response of SCFS shear walls, are presented. An extended number of wall configurations has been considered investigating several parameters such as sheathing panel typology, wall geometry, external screw spacing, seismic weight and soil type. Based on IDA results, three behavior factors have been defined, which take into account overstrength, ductility and both overstrength and ductility, respectively. Finally, a design nomograph for the seismic design of single-storey SCFS frame structures developed on the basis of non-linear dynamic analysis results is presented. This last aims to complete a proposal of a design methodology, already presented by the author in the last years.► The seismic behavior of sheathed CFS shear walls is under investigation. ► Parametric non linear dynamic analysis results of SCFS structures are presented. ► Three behavior factors for sheathed CFS structures have been defined. ► A nomograph for the seismic design of SCFS frame structures is presented. ► The procedure applicability is demonstrated through the design of a typical house.","downloadable_attachments":[{"id":51048735,"asset_id":1258819,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":2018203,"first_name":"Nikhil","last_name":"Ohol","domain_name":"independent","page_name":"NikhilOhol","display_name":"Nikhil Ohol","profile_url":"https://independent.academia.edu/NikhilOhol?f_ri=43715","photo":"https://0.academia-photos.com/2018203/666096/826863/s65_nikhil.ohol.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":12611,"name":"Structures and Fire Engineering","url":"https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":105427,"name":"Cold Formed Steel","url":"https://www.academia.edu/Documents/in/Cold_Formed_Steel?f_ri=43715","nofollow":false},{"id":133253,"name":"Non Linear Dynamics","url":"https://www.academia.edu/Documents/in/Non_Linear_Dynamics?f_ri=43715"},{"id":159687,"name":"Design Methodology","url":"https://www.academia.edu/Documents/in/Design_Methodology?f_ri=43715"},{"id":243318,"name":"Seismic Analysis","url":"https://www.academia.edu/Documents/in/Seismic_Analysis?f_ri=43715"},{"id":589003,"name":"Incremental dynamic analysis","url":"https://www.academia.edu/Documents/in/Incremental_dynamic_analysis?f_ri=43715"},{"id":617780,"name":"Soil Type","url":"https://www.academia.edu/Documents/in/Soil_Type?f_ri=43715"},{"id":717074,"name":"Shear Wall","url":"https://www.academia.edu/Documents/in/Shear_Wall?f_ri=43715"},{"id":2474072,"name":"Hysteresis Loop","url":"https://www.academia.edu/Documents/in/Hysteresis_Loop?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_11792093" data-work_id="11792093" 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/11792093/Pseudo_dynamic_approach_of_seismic_design_for_waterfront_reinforced_soil_wall">Pseudo-dynamic approach of seismic design for waterfront reinforced 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type="text/json">{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="267802" href="https://www.academia.edu/Documents/in/Dimensional">Dimensional</a>, <script data-card-contents-for-ri="267802" type="text/json">{"id":267802,"name":"Dimensional","url":"https://www.academia.edu/Documents/in/Dimensional?f_ri=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="554780" href="https://www.academia.edu/Documents/in/Interdisciplinary_Engineering">Interdisciplinary Engineering</a><script data-card-contents-for-ri="554780" type="text/json">{"id":554780,"name":"Interdisciplinary Engineering","url":"https://www.academia.edu/Documents/in/Interdisciplinary_Engineering?f_ri=43715","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=32759459]'), work: {"id":32759459,"title":"An estimation method for basemat uplift behavior of nuclear power plant buildings","created_at":"2017-05-01T18:59:04.114-07:00","url":"https://www.academia.edu/32759459/An_estimation_method_for_basemat_uplift_behavior_of_nuclear_power_plant_buildings?f_ri=43715","dom_id":"work_32759459","summary":null,"downloadable_attachments":[{"id":52916394,"asset_id":32759459,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":63671415,"first_name":"Naohiro","last_name":"Nakamura","domain_name":"hiroshima-u","page_name":"NaohiroNakamura","display_name":"Naohiro Nakamura","profile_url":"https://hiroshima-u.academia.edu/NaohiroNakamura?f_ri=43715","photo":"https://0.academia-photos.com/63671415/17022447/17209517/s65_naohiro.nakamura.jpg"}],"research_interests":[{"id":12147,"name":"Finite element method","url":"https://www.academia.edu/Documents/in/Finite_element_method?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":267802,"name":"Dimensional","url":"https://www.academia.edu/Documents/in/Dimensional?f_ri=43715","nofollow":false},{"id":554780,"name":"Interdisciplinary Engineering","url":"https://www.academia.edu/Documents/in/Interdisciplinary_Engineering?f_ri=43715","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_20841385" data-work_id="20841385" 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/20841385/Seismic_design_of_the_ITER_main_Tokamak_components">Seismic design of the ITER main Tokamak components</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 order to assess the structural performance of the ITER Main Components it is important to take into account not only the mutual dynamic interaction among them during a seismic event but also their interactions with the Tokamak... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_20841385" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">In order to assess the structural performance of the ITER Main Components it is important to take into account not only the mutual dynamic interaction among them during a seismic event but also their interactions with the Tokamak Buildings (TB) complex. The seismic behavior of the TB is affected by the large dimensions of the building, the concrete basemat thickness that has to be sufficiently rigid to support the weight of the Tokamak, the presence of anti-seismic bearing (ASB) under the basemat, and the distribution of heavy equipment at higher levels. These factors require that the soil–structural interaction must be studied in detail, taking into account the specific effects such as the excavation influence and the building rocking motion due to seismic wave propagation. The study of the seismic behavior has been carried out using two different linear dynamic methodologies: power spectral density (PSD) and spectral analyses. The paper illustrates the main results of the seismic analyses and gives the seismic design input for the Tokamak components in terms of support loads, accelerations and 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/20841385" 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="3d7a73f7025c28620b2eea72b3b9975a" rel="nofollow" data-download="{"attachment_id":41920525,"asset_id":20841385,"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/41920525/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="42143059" href="https://independent.academia.edu/GSannazzaro">G. 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The seismic behavior of the TB is affected by the large dimensions of the building, the concrete basemat thickness that has to be sufficiently rigid to support the weight of the Tokamak, the presence of anti-seismic bearing (ASB) under the basemat, and the distribution of heavy equipment at higher levels. These factors require that the soil–structural interaction must be studied in detail, taking into account the specific effects such as the excavation influence and the building rocking motion due to seismic wave propagation. The study of the seismic behavior has been carried out using two different linear dynamic methodologies: power spectral density (PSD) and spectral analyses. The paper illustrates the main results of the seismic analyses and gives the seismic design input for the Tokamak components in terms of support loads, accelerations and displacements.","downloadable_attachments":[{"id":41920525,"asset_id":20841385,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":42143059,"first_name":"G.","last_name":"Sannazzaro","domain_name":"independent","page_name":"GSannazzaro","display_name":"G. 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class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/58415350/Optimal_tuned_mass_damper_for_seismic_applications_and_practical_design_formulas">Optimal tuned mass damper for seismic applications and practical design formulas</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/58415350" 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="ab44583c85f1e18176d6a8cc9177875b" rel="nofollow" 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{"id":58415350,"title":"Optimal tuned mass damper for seismic applications and practical design formulas","created_at":"2021-10-16T08:06:17.828-07:00","url":"https://www.academia.edu/58415350/Optimal_tuned_mass_damper_for_seismic_applications_and_practical_design_formulas?f_ri=43715","dom_id":"work_58415350","summary":null,"downloadable_attachments":[{"id":72837452,"asset_id":58415350,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":50242752,"first_name":"Pennung","last_name":"Warnitchai","domain_name":"independent","page_name":"PennungWarnitchai","display_name":"Pennung Warnitchai","profile_url":"https://independent.academia.edu/PennungWarnitchai?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=43715","nofollow":false},{"id":12611,"name":"Structures and Fire Engineering","url":"https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":43981,"name":"Optimization","url":"https://www.academia.edu/Documents/in/Optimization?f_ri=43715"},{"id":60658,"name":"Numerical Simulation","url":"https://www.academia.edu/Documents/in/Numerical_Simulation?f_ri=43715"},{"id":85261,"name":"Numerical Optimization","url":"https://www.academia.edu/Documents/in/Numerical_Optimization?f_ri=43715"},{"id":145286,"name":"Reinforcement","url":"https://www.academia.edu/Documents/in/Reinforcement?f_ri=43715"},{"id":263097,"name":"Application","url":"https://www.academia.edu/Documents/in/Application?f_ri=43715"},{"id":321836,"name":"Spectrum","url":"https://www.academia.edu/Documents/in/Spectrum?f_ri=43715"},{"id":593515,"name":"Ground Motion","url":"https://www.academia.edu/Documents/in/Ground_Motion?f_ri=43715"},{"id":789521,"name":"Optimal Design","url":"https://www.academia.edu/Documents/in/Optimal_Design?f_ri=43715"},{"id":790604,"name":"Single Degree of Freedom Systems","url":"https://www.academia.edu/Documents/in/Single_Degree_of_Freedom_Systems?f_ri=43715"},{"id":1113523,"name":"White Noise","url":"https://www.academia.edu/Documents/in/White_Noise?f_ri=43715"},{"id":1193087,"name":"Damper","url":"https://www.academia.edu/Documents/in/Damper?f_ri=43715"},{"id":1231234,"name":"Structural Response","url":"https://www.academia.edu/Documents/in/Structural_Response?f_ri=43715"},{"id":1625397,"name":"Tuned Mass Damper","url":"https://www.academia.edu/Documents/in/Tuned_Mass_Damper?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_8891690" data-work_id="8891690" 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/8891690/Beijing_Airport_Terminal_3">Beijing Airport Terminal 3</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Between October 2003 and July 2004, Arup, in a joint venture with the Dutch airport planners NACO and the architects Foster & Partners, designed the Terminal and Ground Transportation Centre needed for the 2008 Olympic games at Beijing... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_8891690" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Between October 2003 and July 2004, Arup, in a joint venture with the Dutch airport planners NACO and the architects Foster & Partners, designed the Terminal and Ground Transportation Centre needed for the 2008 Olympic games at Beijing Airport. Work commenced on site in March 2004 and ended almost four years later with the opening ceremony in February 2008. This was the team's third airport together, the forerunners being Stansted Airport, London, in the late 1980s and Chek Lap Kok Airport, Hong Kong, in the late 1990s. For each terminal the basic engineering diagram is similar.The design of airport terminals is predominantly influenced by functionality. Externally, they are constrained by the movements of land transportation systems on one side and aircraft on the other. Internally, large numbers of people and baggage must flow from entrances to departure gates or arrivals gates to exits. Both the non-public areas, like the baggage-handling facilities, and the public areas need column-free spaces to provide maximum flexibility and unimpeded passenger flow.Forces in roofs and floors increase with the square of the span and result in large member sizes, but these must be limited because the overall height of airport facilities is restricted. Furthermore, a deep roof structure will impair the ability for natural light to pass through the roof into the building's interior. Both requirements can only be achieved with a carefully integrated design.Airport terminals are characterized by the fact that the climatic and other physical conditions for which they must be designed vary across the world. For example, whereas Chek Lap Kok had to withstand typhoon wind loads and is located in a subtropical climate, Beijing is in an active seismic zone and experiences large seasonal temperature fluctuations. However, they must be able to accommodate the same aeroplanes worldwide while exhibiting their own form with respect to geometry, modularity, repetition and the use of information technology in the design, analysis, specification and fabrication.Today, fabrication technology is changing rapidly thanks to the application of computerized analysis and fabrication methods in engineering. This in turn influences the structural concept and design. A manifestation of this is illustrated below.</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/8891690" 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="d22ad620da2babec5ad9468cc9bd140d" rel="nofollow" data-download="{"attachment_id":47963168,"asset_id":8891690,"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/47963168/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="19533431" href="https://independent.academia.edu/GomanHo">Goman Ho</a><script data-card-contents-for-user="19533431" type="text/json">{"id":19533431,"first_name":"Goman","last_name":"Ho","domain_name":"independent","page_name":"GomanHo","display_name":"Goman Ho","profile_url":"https://independent.academia.edu/GomanHo?f_ri=43715","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_8891690 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="8891690"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 8891690, container: ".js-paper-rank-work_8891690", }); 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Work commenced on site in March 2004 and ended almost four years later with the opening ceremony in February 2008. This was the team's third airport together, the forerunners being Stansted Airport, London, in the late 1980s and Chek Lap Kok Airport, Hong Kong, in the late 1990s. For each terminal the basic engineering diagram is similar.The design of airport terminals is predominantly influenced by functionality. Externally, they are constrained by the movements of land transportation systems on one side and aircraft on the other. Internally, large numbers of people and baggage must flow from entrances to departure gates or arrivals gates to exits. Both the non-public areas, like the baggage-handling facilities, and the public areas need column-free spaces to provide maximum flexibility and unimpeded passenger flow.Forces in roofs and floors increase with the square of the span and result in large member sizes, but these must be limited because the overall height of airport facilities is restricted. Furthermore, a deep roof structure will impair the ability for natural light to pass through the roof into the building's interior. Both requirements can only be achieved with a carefully integrated design.Airport terminals are characterized by the fact that the climatic and other physical conditions for which they must be designed vary across the world. For example, whereas Chek Lap Kok had to withstand typhoon wind loads and is located in a subtropical climate, Beijing is in an active seismic zone and experiences large seasonal temperature fluctuations. However, they must be able to accommodate the same aeroplanes worldwide while exhibiting their own form with respect to geometry, modularity, repetition and the use of information technology in the design, analysis, specification and fabrication.Today, fabrication technology is changing rapidly thanks to the application of computerized analysis and fabrication methods in engineering. This in turn influences the structural concept and design. A manifestation of this is illustrated below.","downloadable_attachments":[{"id":47963168,"asset_id":8891690,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":19533431,"first_name":"Goman","last_name":"Ho","domain_name":"independent","page_name":"GomanHo","display_name":"Goman Ho","profile_url":"https://independent.academia.edu/GomanHo?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":45344,"name":"Steel Construction","url":"https://www.academia.edu/Documents/in/Steel_Construction?f_ri=43715","nofollow":false},{"id":85282,"name":"Steel","url":"https://www.academia.edu/Documents/in/Steel?f_ri=43715","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_9200483" data-work_id="9200483" 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/9200483/Optimal_tuned_mass_damper_for_seismic_applications_and_practical_design_formulas">Optimal tuned mass damper for seismic applications and practical design formulas</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/9200483" 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="2cb4303c163db4dbeef8fd43128ddae3" rel="nofollow" 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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=43715","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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="85261" href="https://www.academia.edu/Documents/in/Numerical_Optimization">Numerical Optimization</a><script data-card-contents-for-ri="85261" type="text/json">{"id":85261,"name":"Numerical 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Hoang","profile_url":"https://independent.academia.edu/NamHoang21?f_ri=43715","photo":"https://0.academia-photos.com/21070020/7472713/8396006/s65_nam.hoang.jpg_oh_3bd88f4bb4d58cfaa90c0d1238e29db6_oe_5581eeb6___gda___1435012083_13560eeb16a5350acc2dd4ef3ad91463"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":12611,"name":"Structures and Fire Engineering","url":"https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false},{"id":85261,"name":"Numerical Optimization","url":"https://www.academia.edu/Documents/in/Numerical_Optimization?f_ri=43715","nofollow":false},{"id":321836,"name":"Spectrum","url":"https://www.academia.edu/Documents/in/Spectrum?f_ri=43715"},{"id":593515,"name":"Ground Motion","url":"https://www.academia.edu/Documents/in/Ground_Motion?f_ri=43715"},{"id":789521,"name":"Optimal Design","url":"https://www.academia.edu/Documents/in/Optimal_Design?f_ri=43715"},{"id":1113523,"name":"White Noise","url":"https://www.academia.edu/Documents/in/White_Noise?f_ri=43715"},{"id":1231234,"name":"Structural Response","url":"https://www.academia.edu/Documents/in/Structural_Response?f_ri=43715"},{"id":1625397,"name":"Tuned Mass Damper","url":"https://www.academia.edu/Documents/in/Tuned_Mass_Damper?f_ri=43715"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_18224281" data-work_id="18224281" 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/18224281/Design_and_behavior_of_zipper_braced_frames">Design 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class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/195861/An_Analysis_of_Kath_khuni_Architecture_as_a_Sustainable_Humane_Habitat_in_Himachal_Pradesh_by_Jay_Thakkar_and_Skye_Morrison">An Analysis of Kath-khuni Architecture as a Sustainable Humane Habitat in Himachal Pradesh - by Jay Thakkar and Skye Morrison</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">An Analysis of Kath-khuni Architecture as a Sustainable Humane Habitat in Himachal Pradesh Jay Thakkar (1), Skye Morrison (2) 1 School of Interior Design (SID), CEPT University, Ahmedabad, India 2 Faculty of Fine Arts, Concordia... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_195861" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">An Analysis of Kath-khuni Architecture as a Sustainable Humane Habitat in Himachal Pradesh <br /> <br />Jay Thakkar (1), Skye Morrison (2) <br /> <br />1 School of Interior Design (SID), CEPT University, Ahmedabad, India <br />2 Faculty of Fine Arts, Concordia University, Montreal, Quebec, Canada <br /> <br />Abstract <br /> <br />The publication of “Matra: Ways of Measuring Vernacular Built Forms of Himachal Pradesh” by SID Research Cell in 2008 is the culmination of three years of research and writing of fieldwork concerning ‘kath-khuni’ buildings by students, faculty and research scholars at School of Interior Design (SID), CEPT University, Ahmedabad. The vernacular architecture of the Sutlej valley, locally called ’Kath-khuni’ is constructed out of local deodar wood and slate stone and it is an example of an empirical seismic design in earthquake prone mountainous region of Himachal Pradesh.  This paper discusses the findings of our research as it supports the concept of humane eco-architecture. While ‘Kath-khuni’ architecture is demonstrated to be sustainable but at the same time it is vulnerable to social, political, environmental and inter-community forces. How can a comparison between the sustainability and the threat to continuity of ‘kath-khuni’ architecture be applied to similar situations in urban and regional sectors?  <br /> <br /> <br />Keywords: Vernacular architecture, Faculty and student fieldwork, seismic design, sustainable habitat, measure drawing, digital imaging, material culture, traditional craft, indigenous sustainable knowledge, eco-architecture</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/195861" 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="f0ce71685e0a3872308be87a6a1803d3" rel="nofollow" data-download="{"attachment_id":479449,"asset_id":195861,"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/479449/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="60425" href="https://cept.academia.edu/JayThakkar">Jay Thakkar</a><script data-card-contents-for-user="60425" type="text/json">{"id":60425,"first_name":"Jay","last_name":"Thakkar","domain_name":"cept","page_name":"JayThakkar","display_name":"Jay Thakkar","profile_url":"https://cept.academia.edu/JayThakkar?f_ri=43715","photo":"https://0.academia-photos.com/60425/17400/18811385/s65_jay.thakkar.jpg"}</script></span></span></li><li class="js-paper-rank-work_195861 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="195861"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 195861, container: ".js-paper-rank-work_195861", }); 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The vernacular architecture of the Sutlej valley, locally called ’Kath-khuni’ is constructed out of local deodar wood and slate stone and it is an example of an empirical seismic design in earthquake prone mountainous region of Himachal Pradesh. This paper discusses the findings of our research as it supports the concept of humane eco-architecture. While ‘Kath-khuni’ architecture is demonstrated to be sustainable but at the same time it is vulnerable to social, political, environmental and inter-community forces. How can a comparison between the sustainability and the threat to continuity of ‘kath-khuni’ architecture be applied to similar situations in urban and regional sectors? \r\n\r\n\r\nKeywords: Vernacular architecture, Faculty and student fieldwork, seismic design, sustainable habitat, measure drawing, digital imaging, material culture, traditional craft, indigenous sustainable knowledge, eco-architecture\r\n\r\n","downloadable_attachments":[{"id":479449,"asset_id":195861,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":60425,"first_name":"Jay","last_name":"Thakkar","domain_name":"cept","page_name":"JayThakkar","display_name":"Jay Thakkar","profile_url":"https://cept.academia.edu/JayThakkar?f_ri=43715","photo":"https://0.academia-photos.com/60425/17400/18811385/s65_jay.thakkar.jpg"}],"research_interests":[{"id":988,"name":"Design","url":"https://www.academia.edu/Documents/in/Design?f_ri=43715","nofollow":false},{"id":2132,"name":"Cultural 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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=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="1336" href="https://www.academia.edu/Documents/in/Structural_Engineering">Structural Engineering</a>, <script data-card-contents-for-ri="1336" type="text/json">{"id":1336,"name":"Structural Engineering","url":"https://www.academia.edu/Documents/in/Structural_Engineering?f_ri=43715","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="5493" href="https://www.academia.edu/Documents/in/Nonlinear_dynamics">Nonlinear dynamics</a>, <script data-card-contents-for-ri="5493" type="text/json">{"id":5493,"name":"Nonlinear dynamics","url":"https://www.academia.edu/Documents/in/Nonlinear_dynamics?f_ri=43715","nofollow":false}</script><a 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u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_17656135" data-work_id="17656135" 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/17656135/Comparison_of_European_and_Japanese_seismic_design_of_steel_building_structures">Comparison of European and Japanese seismic design of steel building 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">This paper compares EuroCode 8 (EC8) and the Japanese seismic design code (BCJ) for steel moment frames and braced frames. Soil classification, magnitude and shape of unreduced elastic response spectra, distribution of seismic shear along... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_17656135" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">This paper compares EuroCode 8 (EC8) and the Japanese seismic design code (BCJ) for steel moment frames and braced frames. Soil classification, magnitude and shape of unreduced elastic response spectra, distribution of seismic shear along the height, member ductility requirements, and behavior factor are compared. It was found that the two codes are relatively similar except for the seismic force</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/17656135" 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="663bc993629d66278c440b404357e476" rel="nofollow" data-download="{"attachment_id":39641732,"asset_id":17656135,"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/39641732/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="37555762" href="https://ucberkeley.academia.edu/KhalidMosalam">Khalid Mosalam</a><script data-card-contents-for-user="37555762" type="text/json">{"id":37555762,"first_name":"Khalid","last_name":"Mosalam","domain_name":"ucberkeley","page_name":"KhalidMosalam","display_name":"Khalid Mosalam","profile_url":"https://ucberkeley.academia.edu/KhalidMosalam?f_ri=43715","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_17656135 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="17656135"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 17656135, container: ".js-paper-rank-work_17656135", }); 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Soil classification, magnitude and shape of unreduced elastic response spectra, distribution of seismic shear along the height, member ductility requirements, and behavior factor are compared. It was found that the two codes are relatively similar except for the seismic force","downloadable_attachments":[{"id":39641732,"asset_id":17656135,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":37555762,"first_name":"Khalid","last_name":"Mosalam","domain_name":"ucberkeley","page_name":"KhalidMosalam","display_name":"Khalid Mosalam","profile_url":"https://ucberkeley.academia.edu/KhalidMosalam?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=43715","nofollow":false},{"id":12611,"name":"Structures and Fire Engineering","url":"https://www.academia.edu/Documents/in/Structures_and_Fire_Engineering?f_ri=43715","nofollow":false},{"id":19961,"name":"Steel 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class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/62136318/Seismic_Design_of_Steel_Moment_Resisting_Frame_Structures_Using_Multiobjective_Optimization">Seismic Design of Steel Moment-Resisting Frame Structures Using Multiobjective Optimization</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Design of seismic-resistant civil structural systems necessitates a balanced minimization of two general conflicting objective functions: the short-term construction investment and the long-term seismic risk. Many of the existing seismic... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_62136318" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Design of seismic-resistant civil structural systems necessitates a balanced minimization of two general conflicting objective functions: the short-term construction investment and the long-term seismic risk. Many of the existing seismic design optimization procedures use single objectives of either the traditional minimum material usage (weight or cost) or the recent minimum expected life-cycle cost, while imposing constraints from relevant code specifications as well as additional seismic performance requirements. The resulting single optimized structural design may not always perform satisfactorily in terms of other important but competing merit objectives; the designer&#39;s individual risk-taking preference is not explicitly integrated into the design process. This paper presents a practical and general framework for design optimization of code-compliant seismic-resistant structures. Multiple objective functions, which reflect material usage, initial construction expenses, degr...</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/62136318" 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="1e883809f14956bd20749bb329b9f49e" rel="nofollow" data-download="{"attachment_id":74978472,"asset_id":62136318,"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/74978472/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="47327257" href="https://independent.academia.edu/GianfrancoDeMatteis">Gianfranco De Matteis</a><script data-card-contents-for-user="47327257" type="text/json">{"id":47327257,"first_name":"Gianfranco De","last_name":"Matteis","domain_name":"independent","page_name":"GianfrancoDeMatteis","display_name":"Gianfranco De Matteis","profile_url":"https://independent.academia.edu/GianfrancoDeMatteis?f_ri=43715","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_62136318 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="62136318"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 62136318, container: ".js-paper-rank-work_62136318", }); 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Multiple objective functions, which reflect material usage, initial construction expenses, degr...","downloadable_attachments":[{"id":74978472,"asset_id":62136318,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":47327257,"first_name":"Gianfranco De","last_name":"Matteis","domain_name":"independent","page_name":"GianfrancoDeMatteis","display_name":"Gianfranco De Matteis","profile_url":"https://independent.academia.edu/GianfrancoDeMatteis?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=43715","nofollow":false},{"id":13445,"name":"Multiobjective Optimization","url":"https://www.academia.edu/Documents/in/Multiobjective_Optimization?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic 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u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">A procedure for displacement-based seismic design (DBD) of reinforced concrete buildings is described and applied to a 4-storey test structure. The essential elements of the design procedure are: (a) proportioning of members for gravity... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_6722243" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A procedure for displacement-based seismic design (DBD) of reinforced concrete buildings is described and applied to a 4-storey test structure. The essential elements of the design procedure are: (a) proportioning of members for gravity loads; (b) estimation of peak inelastic member deformation demands in the so-designed structure due to the design (‘life-safety’) earthquake; (c) revision of reinforcement and final detailing of members to meet these inelastic deformation demands; (d) capacity design of members and joints in shear. Additional but non-essential steps between (a) and (b) are: (i) proportioning of members for the ULS against lateral loads, such as wind or a serviceability (‘immediate occupancy’) earthquake; and (ii) capacity design of columns in flexure at joints. Inelastic deformation demands in step (b) are estimated from an elastic analysis using secant-to-yield member stiffnesses. Empirical expressions for the deformation capacity of RC elements are used for the final proportioning of elements to meet the inelastic deformation demands. The procedure is applied to one side of a 4-storey test structure that includes a coupled wall and a two-bay frame. The other side is designed and detailed according to Eurocode 8. Major differences result in the reinforcement of the two sides, with significant savings on the DBD-side. Pre-test calculations show no major difference in the seismic performance of the two sides of the test structure. Copyright © 2001 John Wiley & Sons, Ltd.</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/6722243" 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="c8099e78f07f358b02de29b26c6f7175" rel="nofollow" data-download="{"attachment_id":48743168,"asset_id":6722243,"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/48743168/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="11019323" href="https://independent.academia.edu/TelemachosPanagiotakos">Telemachos Panagiotakos</a><script data-card-contents-for-user="11019323" type="text/json">{"id":11019323,"first_name":"Telemachos","last_name":"Panagiotakos","domain_name":"independent","page_name":"TelemachosPanagiotakos","display_name":"Telemachos Panagiotakos","profile_url":"https://independent.academia.edu/TelemachosPanagiotakos?f_ri=43715","photo":"https://0.academia-photos.com/11019323/11322937/12631781/s65_telemachos.panagiotakos.jpg"}</script></span></span></li><li class="js-paper-rank-work_6722243 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="6722243"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 6722243, container: ".js-paper-rank-work_6722243", }); 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The essential elements of the design procedure are: (a) proportioning of members for gravity loads; (b) estimation of peak inelastic member deformation demands in the so-designed structure due to the design (‘life-safety’) earthquake; (c) revision of reinforcement and final detailing of members to meet these inelastic deformation demands; (d) capacity design of members and joints in shear. Additional but non-essential steps between (a) and (b) are: (i) proportioning of members for the ULS against lateral loads, such as wind or a serviceability (‘immediate occupancy’) earthquake; and (ii) capacity design of columns in flexure at joints. Inelastic deformation demands in step (b) are estimated from an elastic analysis using secant-to-yield member stiffnesses. Empirical expressions for the deformation capacity of RC elements are used for the final proportioning of elements to meet the inelastic deformation demands. The procedure is applied to one side of a 4-storey test structure that includes a coupled wall and a two-bay frame. The other side is designed and detailed according to Eurocode 8. Major differences result in the reinforcement of the two sides, with significant savings on the DBD-side. Pre-test calculations show no major difference in the seismic performance of the two sides of the test structure. Copyright © 2001 John Wiley \u0026 Sons, Ltd.","downloadable_attachments":[{"id":48743168,"asset_id":6722243,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":11019323,"first_name":"Telemachos","last_name":"Panagiotakos","domain_name":"independent","page_name":"TelemachosPanagiotakos","display_name":"Telemachos Panagiotakos","profile_url":"https://independent.academia.edu/TelemachosPanagiotakos?f_ri=43715","photo":"https://0.academia-photos.com/11019323/11322937/12631781/s65_telemachos.panagiotakos.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":2370,"name":"Earthquake Engineering","url":"https://www.academia.edu/Documents/in/Earthquake_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic 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u-tcGrayDarkest"><div class="summarized">The Displacement-Based Design method is presented for linear and non linear systems with some numerical applications on one storey and multistory buildings using the spectra and formulae provided by the Algerian seismic code. Fundamentals... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_5978769" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The Displacement-Based Design method is presented for linear and non linear systems with some numerical applications on one storey and multistory buildings using the spectra and formulae provided by the Algerian seismic code. Fundamentals and design procedure of this method are given with implications and inherent problems. A brief review of the classic (force-based) method is also given. Comparison between the two methods is made and the limits and advantages of each one are discussed. Furthermore, the importance of target displacement and ductility level are outlined and more investigation is recommended to determine an accurate relation between damping and ductility. The results of the analysis show that the Displacement-Based method is simple and efficient with enough accuracy and confirm the idea, developed by many authors, that this method may be, in future, a good alternative to the Force-Based one providing that some problems can be resolved by further work such as the elaboration of appropriate design spectra.</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/5978769" 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="9b55c0a80fbb512119dea87eb7087bc5" rel="nofollow" data-download="{"attachment_id":49069372,"asset_id":5978769,"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/49069372/download_file?st=MTczMjc2MTcxNyw4LjIyMi4yMDguMTQ2&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="8921634" href="https://independent.academia.edu/AmourAhmed">Amour Ahmed</a><script data-card-contents-for-user="8921634" type="text/json">{"id":8921634,"first_name":"Amour","last_name":"Ahmed","domain_name":"independent","page_name":"AmourAhmed","display_name":"Amour Ahmed","profile_url":"https://independent.academia.edu/AmourAhmed?f_ri=43715","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_5978769 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="5978769"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 5978769, container: ".js-paper-rank-work_5978769", }); 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Fundamentals and design procedure of this method are given with implications and inherent problems. A brief review of the classic (force-based) method is also given. Comparison between the two methods is made and the limits and advantages of each one are discussed. Furthermore, the importance of target displacement and ductility level are outlined and more investigation is recommended to determine an accurate relation between damping and ductility. The results of the analysis show that the Displacement-Based method is simple and efficient with enough accuracy and confirm the idea, developed by many authors, that this method may be, in future, a good alternative to the Force-Based one providing that some problems can be resolved by further work such as the elaboration of appropriate design spectra.","downloadable_attachments":[{"id":49069372,"asset_id":5978769,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":8921634,"first_name":"Amour","last_name":"Ahmed","domain_name":"independent","page_name":"AmourAhmed","display_name":"Amour Ahmed","profile_url":"https://independent.academia.edu/AmourAhmed?f_ri=43715","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=43715","nofollow":false},{"id":43715,"name":"Seismic 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href="https://www.academia.edu/29263169/Development_of_seismic_force_requirements_for_buildings_in_Taiwan">Development of seismic force requirements for buildings in Taiwan</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/29263169" 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="70a7bbe6078c2518032f5ab435187d25" rel="nofollow" data-download="{"attachment_id":49712814,"asset_id":29263169,"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="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Seismic RC Diaphragms, Chords and Collectors Outline: Introduction; Overview of Structure Case Study; Input Diaphragms force (ELF, Traditional Diaphragms Force, Alternative Diaphragms Force, and Wind); Overview of Diaphragm Components;... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_68227080" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Seismic RC Diaphragms, Chords and Collectors Outline: Introduction; Overview of Structure Case Study; Input Diaphragms force (ELF, Traditional Diaphragms Force, Alternative Diaphragms Force, and Wind); Overview of Diaphragm Components; Section Cuts (Finite Element Method); Simplified Beam Method; Diaphragm Design (Chords, Collector, Shear Friction, and Shear Rebars); Podium Checking / Backstay Effect; 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الزلزالي لمنع تصادم الأبنية Seismic Expansion Joints</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Seismic Expansion Joints تصميم عرض الفاصل الزلزالي لمنع تصادم الأبنية - وفق الكود يجب حساب الانتقال الكلي drift ومقارنته مع M∆ المسموح بين الطوابق في حالة تشكل المفصل اللدن والعمل في المنطة اللدنة وما بعد المرنة حيث: M= ∆uS *0.7 *R∆... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_65713995" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Seismic Expansion Joints<br />تصميم عرض الفاصل الزلزالي لمنع تصادم الأبنية<br />- وفق الكود يجب حساب الانتقال الكلي drift ومقارنته مع M∆ المسموح بين الطوابق<br /> في حالة تشكل المفصل اللدن والعمل في المنطة اللدنة وما بعد المرنة حيث:<br /> M= ∆uS *0.7 *R∆<br />us∆ = الانتقال المرن الكلي الناتج من تركيبالحمولات (U2)<br />(زلازل+ حمولات شاقولية)<br />(0.7) =1/1.6 عامل الرجوع الى حمولات حالةالاستثمارالغير مصعدة<br />** هل في حال :<br />- اطارات او جدران عادية لا تتطلب ان تقاوم في المجال اللدن ولا تشكل مفاصل لدنة<br />- هل يمكن اعتبار الانتقال المرن s∆ هو الأعظمي للجمل العادية<br />ومقارنته مع drift المسموح<br /> حيث us * 0.7 = ∆s∆<br />الفاصل الزلزالي: وفق الكود الأمريكي ubc - والعربي السوري<br />- يمكن أن تكون الفواصل الزلزالية فواصل هبوط أو فواصل تمدد<br />او أن تكون فواصل إلزامية ويجب استعمال الفواصل الزلزالية في الحالات التالية:<br />- عند نواجد فرق في مناسيب الطوابق:<br />-عند استعمال كتل أبنية بأشكال غير منتظمة<br />- الفاصل الزلزالي وظاهرة الطرق<br />عندما تتعرض الأبنية للزلازل تتولد فيها انتقالات أفقية فإذا كانت الكتلتان متجاورتين<br />وكان عرض الفاصل بينهما غير كاف فإن المنشأتين المتجاورتين أثناء اهتزازهما <br />باتجاهين متعاكسين يحدث بينهما تصادم وينجم عنها قوة صدم وتهشم<br />موضعي للعناصر المتجاورة <br />- وبالتالي يجب أن تتباعد الكتل المتجاورة والواقعة ضمن ملكية واحدة بالمسافة MT∆<br />MT =√((∆m1)2+(∆m2)2 ∆<br />هما الانتقالات المتشكلة في المنطقة ما بعد المرنة عند تشكل المفاصل اللدنة<br />- وتعطى بالعلاقة : M = ∆us *0.7 *R∆ حيث تكون قوة القص<br />اعظمية غير مخفضة <br />s∆ = الانتقال المرن الكلي اعلى البناء الناتج من تركيب ( u2) زلازل+حمولات شاقولية<br />- ( 0.7) : عامل الرجوع الى حمولات حالة الاستثمار الغير مصعدة<br />** يعني الرجوع لحساب الانتقال في حالة حمولات( زلازل+ شاقولية) غير مصعدة<br />بالعامل (0.7)<br />- يمكن اعتبار الانتقال المرن s∆ هو الأعظمي للجمل العادية<br />ومقارنته مع drift المسموح<br /> حيث us * 0.7 = ∆s∆</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/65713995" 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 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الزلزالي لمنع تصادم الأبنية Seismic Expansion Joints","created_at":"2021-12-23T08:52:28.964-08:00","url":"https://www.academia.edu/65713995/%D8%A7%D9%84%D9%81%D9%88%D8%A7%D8%B5%D9%84_%D8%A7%D9%84%D8%B2%D9%84%D8%B2%D8%A7%D9%84%D9%8A%D8%A9_%D8%AA%D8%B5%D9%85%D9%8A%D9%85_%D8%B9%D8%B1%D8%B6_%D8%A7%D9%84%D9%81%D8%A7%D8%B5%D9%84_%D8%A7%D9%84%D8%B2%D9%84%D8%B2%D8%A7%D9%84%D9%8A_%D9%84%D9%85%D9%86%D8%B9_%D8%AA%D8%B5%D8%A7%D8%AF%D9%85_%D8%A7%D9%84%D8%A3%D8%A8%D9%86%D9%8A%D8%A9_Seismic_Expansion_Joints?f_ri=43715","dom_id":"work_65713995","summary":" Seismic Expansion Joints\nتصميم عرض الفاصل الزلزالي لمنع تصادم الأبنية\n- وفق الكود يجب حساب الانتقال الكلي drift ومقارنته مع M∆ المسموح بين الطوابق\n في حالة تشكل المفصل اللدن والعمل في المنطة اللدنة وما بعد المرنة حيث:\n M= ∆uS *0.7 *R∆\nus∆ = الانتقال المرن الكلي الناتج من تركيبالحمولات (U2)\n(زلازل+ حمولات شاقولية)\n(0.7) =1/1.6 عامل الرجوع الى حمولات حالةالاستثمارالغير مصعدة\n** هل في حال :\n- اطارات او جدران عادية لا تتطلب ان تقاوم في المجال اللدن ولا تشكل مفاصل لدنة\n- هل يمكن اعتبار الانتقال المرن s∆ هو الأعظمي للجمل العادية\nومقارنته مع drift المسموح\n حيث us * 0.7 = ∆s∆\nالفاصل الزلزالي: وفق الكود الأمريكي ubc - والعربي السوري\n- يمكن أن تكون الفواصل الزلزالية فواصل هبوط أو فواصل تمدد\nاو أن تكون فواصل إلزامية ويجب استعمال الفواصل الزلزالية في الحالات التالية:\n- عند نواجد فرق في مناسيب الطوابق:\n-عند استعمال كتل أبنية بأشكال غير منتظمة\n- الفاصل الزلزالي وظاهرة الطرق\nعندما تتعرض الأبنية للزلازل تتولد فيها انتقالات أفقية فإذا كانت الكتلتان متجاورتين\nوكان عرض الفاصل بينهما غير كاف فإن المنشأتين المتجاورتين أثناء اهتزازهما \nباتجاهين متعاكسين يحدث بينهما تصادم وينجم عنها قوة صدم وتهشم\nموضعي للعناصر المتجاورة \n- وبالتالي يجب أن تتباعد الكتل المتجاورة والواقعة ضمن ملكية واحدة بالمسافة MT∆\nMT =√((∆m1)2+(∆m2)2 ∆\nهما الانتقالات المتشكلة في المنطقة ما بعد المرنة عند تشكل المفاصل اللدنة\n- وتعطى بالعلاقة : M = ∆us *0.7 *R∆ حيث تكون قوة القص\nاعظمية غير مخفضة \ns∆ = الانتقال المرن الكلي اعلى البناء الناتج من تركيب ( u2) زلازل+حمولات شاقولية\n- ( 0.7) : عامل الرجوع الى حمولات حالة الاستثمار الغير مصعدة\n** يعني الرجوع لحساب الانتقال في حالة حمولات( زلازل+ شاقولية) غير مصعدة\nبالعامل (0.7)\n- يمكن اعتبار الانتقال المرن s∆ هو الأعظمي للجمل العادية\nومقارنته مع drift المسموح\n حيث us * 0.7 = ∆s∆","downloadable_attachments":[{"id":77190622,"asset_id":65713995,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":25556476,"first_name":"Dr.Youssef","last_name":"Hamida","domain_name":"usc","page_name":"Dryoussefhammida","display_name":"Dr.Youssef Hamida","profile_url":"https://usc.academia.edu/Dryoussefhammida?f_ri=43715","photo":"https://0.academia-photos.com/25556476/6985972/153630696/s65_dr.youssef.hamida.jpg"}],"research_interests":[{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=43715","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix 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