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class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/67661670/Efficiency_of_insulation_layers_in_fire_protection_of_FRP_confined_RC_columns_numerical_study">Efficiency of insulation layers in fire protection of FRP-confined RC columns-numerical study</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 addresses the efficiency of thermal insulation layers applied to protect structural elements strengthened by fiber-reinforced polymers (FRP) in the case of fire event. The paper presents numerical modeling and nonlinear... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_67661670" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">This paper addresses the efficiency of thermal insulation layers applied to protect structural elements strengthened by fiber-reinforced polymers (FRP) in the case of fire event. The paper presents numerical modeling and nonlinear analysis of reinforced concrete (RC) columns externally strengthened by FRP and protected by thermal insulation layers when subjected to elevated temperature specified by standard fire tests, in order to predict their residual capacity and fire endurance. The adopted numerical approach uses commercial software includes heat transfer, variation of thermal and mechanical properties of concrete, steel reinforcement, FRP and insulation material with elevated temperature. The numerical results show good agreement with published results of full-scale fire tests. A parametric study was conducted to investigate the influence of several variables on the structural response and residual capacity of insulated FRP-confined columns loaded by service loads when exposed ...</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/67661670" 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"><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="73347157" href="https://independent.academia.edu/GHamdy">Gehan Hamdy</a><script data-card-contents-for-user="73347157" type="text/json">{"id":73347157,"first_name":"Gehan","last_name":"Hamdy","domain_name":"independent","page_name":"GHamdy","display_name":"Gehan Hamdy","profile_url":"https://independent.academia.edu/GHamdy?f_ri=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_67661670 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="67661670"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 67661670, container: ".js-paper-rank-work_67661670", }); 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The paper presents numerical modeling and nonlinear analysis of reinforced concrete (RC) columns externally strengthened by FRP and protected by thermal insulation layers when subjected to elevated temperature specified by standard fire tests, in order to predict their residual capacity and fire endurance. The adopted numerical approach uses commercial software includes heat transfer, variation of thermal and mechanical properties of concrete, steel reinforcement, FRP and insulation material with elevated temperature. The numerical results show good agreement with published results of full-scale fire tests. A parametric study was conducted to investigate the influence of several variables on the structural response and residual capacity of insulated FRP-confined columns loaded by service loads when exposed ...","downloadable_attachments":[],"ordered_authors":[{"id":73347157,"first_name":"Gehan","last_name":"Hamdy","domain_name":"independent","page_name":"GHamdy","display_name":"Gehan Hamdy","profile_url":"https://independent.academia.edu/GHamdy?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science?f_ri=68432","nofollow":false},{"id":2630,"name":"Numerical Modeling","url":"https://www.academia.edu/Documents/in/Numerical_Modeling?f_ri=68432","nofollow":false},{"id":10968,"name":"Fire Protection","url":"https://www.academia.edu/Documents/in/Fire_Protection?f_ri=68432","nofollow":false},{"id":19068,"name":"Finite 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u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/69772447/Interaction_between_economic_and_ecological_dynamics_in_an_optimal_economic_growth_model">Interaction between economic and ecological dynamics in an optimal economic growth model</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/69772447" 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="7cc39189a1897f1ea45cf4fad1cb2702" rel="nofollow" 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type="text/json">{"id":4484,"name":"Economic Growth","url":"https://www.academia.edu/Documents/in/Economic_Growth?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12516" href="https://www.academia.edu/Documents/in/Predator-Prey_Interactions">Predator-Prey Interactions</a>, <script data-card-contents-for-ri="12516" type="text/json">{"id":12516,"name":"Predator-Prey Interactions","url":"https://www.academia.edu/Documents/in/Predator-Prey_Interactions?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="17825" href="https://www.academia.edu/Documents/in/Biodiversity">Biodiversity</a><script data-card-contents-for-ri="17825" type="text/json">{"id":17825,"name":"Biodiversity","url":"https://www.academia.edu/Documents/in/Biodiversity?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=69772447]'), work: {"id":69772447,"title":"Interaction between economic and ecological dynamics in an optimal economic growth model","created_at":"2022-01-28T04:38:15.116-08:00","url":"https://www.academia.edu/69772447/Interaction_between_economic_and_ecological_dynamics_in_an_optimal_economic_growth_model?f_ri=68432","dom_id":"work_69772447","summary":null,"downloadable_attachments":[{"id":79739663,"asset_id":69772447,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":37726725,"first_name":"Simone","last_name":"Borghesi","domain_name":"eui","page_name":"SimoneBorghesi","display_name":"Simone Borghesi","profile_url":"https://eui.academia.edu/SimoneBorghesi?f_ri=68432","photo":"https://0.academia-photos.com/37726725/18245389/18220221/s65_simone.borghesi.jpg"}],"research_interests":[{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false},{"id":4484,"name":"Economic Growth","url":"https://www.academia.edu/Documents/in/Economic_Growth?f_ri=68432","nofollow":false},{"id":12516,"name":"Predator-Prey Interactions","url":"https://www.academia.edu/Documents/in/Predator-Prey_Interactions?f_ri=68432","nofollow":false},{"id":17825,"name":"Biodiversity","url":"https://www.academia.edu/Documents/in/Biodiversity?f_ri=68432","nofollow":false},{"id":18845,"name":"Environmental Sustainability","url":"https://www.academia.edu/Documents/in/Environmental_Sustainability?f_ri=68432"},{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432"},{"id":28697,"name":"Ecological Modelling","url":"https://www.academia.edu/Documents/in/Ecological_Modelling?f_ri=68432"},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432"},{"id":133253,"name":"Non Linear Dynamics","url":"https://www.academia.edu/Documents/in/Non_Linear_Dynamics?f_ri=68432"},{"id":156919,"name":"Environmental protection","url":"https://www.academia.edu/Documents/in/Environmental_protection?f_ri=68432"},{"id":509556,"name":"Human Activity","url":"https://www.academia.edu/Documents/in/Human_Activity?f_ri=68432"},{"id":980984,"name":"Optimization Models","url":"https://www.academia.edu/Documents/in/Optimization_Models?f_ri=68432"},{"id":1688245,"name":"Ecological Dynamics","url":"https://www.academia.edu/Documents/in/Ecological_Dynamics?f_ri=68432"},{"id":2103923,"name":"Ecological stability","url":"https://www.academia.edu/Documents/in/Ecological_stability?f_ri=68432"},{"id":2408166,"name":"Environmental defensive expenditures","url":"https://www.academia.edu/Documents/in/Environmental_defensive_expenditures?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card 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class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/47391915/Seismic_loss_assessment_of_steel_structures_equipped_with_rotational_friction_dampers_subjected_to_intensifying_dynamic_excitations">Seismic loss assessment of steel structures equipped with rotational friction dampers subjected to intensifying dynamic excitations</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 expected seismic losses of structures with Rotational Friction Dampers (RFDs) are assessed by the Endurance Time (ET) method considering the optimal frictional moment of the devices. A practical method is proposed to obtain the... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_47391915" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The expected seismic losses of structures with Rotational Friction Dampers (RFDs) are assessed by the Endurance Time (ET) method considering the optimal frictional moment of the devices. A practical method is proposed to obtain the optimal frictional moment of the dampers in multi-story structures at multiple seismic hazard levels. The ET method is used as the analytical tool in this research due to its ability to reduce the number of required analyses and providing good estimations of structural responses at various hazard levels. In order to investigate the effectiveness of the dampers, the life cycle costs of a weak steel structure equipped with optimal RFDs are compared with a standard structure with optimal RFDs and without RFDs. To this end, a comprehensive performance evaluation is performed on the structures based on FEMA P-58 methodology. The ET method is also used as a tool to assess the structural responses in the framework of this methodology. The probability of collapse, fatalities, and expected damage costs are estimated utilizing a Monte Carlo procedure considering uncertainties. Also, a cost-benefit analysis is performed to determine the payback period of investment for the additional cost of the rotational friction damping systems.</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/47391915" 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="e5c7759709b9c0b04238914f2892a14d" rel="nofollow" data-download="{"attachment_id":70125531,"asset_id":47391915,"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/70125531/download_file?st=MTczMjQyMzIwOCw4LjIyMi4yMDguMTQ2&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="10244479" href="https://tjamcaas.academia.edu/AmirShirkhani">Amir Shirkhani</a><script data-card-contents-for-user="10244479" type="text/json">{"id":10244479,"first_name":"Amir","last_name":"Shirkhani","domain_name":"tjamcaas","page_name":"AmirShirkhani","display_name":"Amir Shirkhani","profile_url":"https://tjamcaas.academia.edu/AmirShirkhani?f_ri=68432","photo":"https://0.academia-photos.com/10244479/3139094/160139572/s65_amir.shirkhani.jpg"}</script></span></span></li><li class="js-paper-rank-work_47391915 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="47391915"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 47391915, container: ".js-paper-rank-work_47391915", }); 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A practical method is proposed to obtain the optimal frictional moment of the dampers in multi-story structures at multiple seismic hazard levels. The ET method is used as the analytical tool in this research due to its ability to reduce the number of required analyses and providing good estimations of structural responses at various hazard levels. In order to investigate the effectiveness of the dampers, the life cycle costs of a weak steel structure equipped with optimal RFDs are compared with a standard structure with optimal RFDs and without RFDs. To this end, a comprehensive performance evaluation is performed on the structures based on FEMA P-58 methodology. The ET method is also used as a tool to assess the structural responses in the framework of this methodology. The probability of collapse, fatalities, and expected damage costs are estimated utilizing a Monte Carlo procedure considering uncertainties. Also, a cost-benefit analysis is performed to determine the payback period of investment for the additional cost of the rotational friction damping systems.","downloadable_attachments":[{"id":70125531,"asset_id":47391915,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":10244479,"first_name":"Amir","last_name":"Shirkhani","domain_name":"tjamcaas","page_name":"AmirShirkhani","display_name":"Amir Shirkhani","profile_url":"https://tjamcaas.academia.edu/AmirShirkhani?f_ri=68432","photo":"https://0.academia-photos.com/10244479/3139094/160139572/s65_amir.shirkhani.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=68432","nofollow":false},{"id":1336,"name":"Structural Engineering","url":"https://www.academia.edu/Documents/in/Structural_Engineering?f_ri=68432","nofollow":false},{"id":2370,"name":"Earthquake 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The proposed model is based on the partial interaction theory of composite beams where the flexibility... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_31612690" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">In the present study, a general nonlinear one-dimensional finite element beam model is developed for the analysis of composite beams. The proposed model is based on the partial interaction theory of composite beams where the flexibility of shear connectors is allowed. By using a layered approach for the composite beam cross-section and including the material nonlinear behavior of concrete, steel, shear connector and reinforcing steel, the proposed method of analysis is capable of predicting the response of composite beams throughout the elastic, inelastic and ultimate load ranges in one complete analysis. Numerical case studies are presented to demonstrate the validity and applicability of the present method. The results are compared with experimental and analytical or numerical results obtained by other investigators. Also the results are compared with ANSYS package results. The maximum differences in deflection and slip for the examples considered are 12% and 14% respectively when compared with ANSYS and 5% and 11% when compared with experimental work. Accordingly, the proposed nonlinear finite element model represents an efficient and simple tool for the full range analysis of composite beams.</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/31612690" 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="0e3acbf4e718278e2e89f96e678840fc" rel="nofollow" data-download="{"attachment_id":51940378,"asset_id":31612690,"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/51940378/download_file?st=MTczMjQyMzIwOCw4LjIyMi4yMDguMTQ2&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="50329168" href="https://uobaghdad.academia.edu/MohannadAlSherrawi">Mohannad H Al-Sherrawi</a><script data-card-contents-for-user="50329168" type="text/json">{"id":50329168,"first_name":"Mohannad","last_name":"Al-Sherrawi","domain_name":"uobaghdad","page_name":"MohannadAlSherrawi","display_name":"Mohannad H Al-Sherrawi","profile_url":"https://uobaghdad.academia.edu/MohannadAlSherrawi?f_ri=68432","photo":"https://0.academia-photos.com/50329168/14958140/21011163/s65_mohannad.al-sherrawi.jpg"}</script></span></span></li><li class="js-paper-rank-work_31612690 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="31612690"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 31612690, container: ".js-paper-rank-work_31612690", }); 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The proposed model is based on the partial interaction theory of composite beams where the flexibility of shear connectors is allowed. By using a layered approach for the composite beam cross-section and including the material nonlinear behavior of concrete, steel, shear connector and reinforcing steel, the proposed method of analysis is capable of predicting the response of composite beams throughout the elastic, inelastic and ultimate load ranges in one complete analysis. Numerical case studies are presented to demonstrate the validity and applicability of the present method. The results are compared with experimental and analytical or numerical results obtained by other investigators. Also the results are compared with ANSYS package results. The maximum differences in deflection and slip for the examples considered are 12% and 14% respectively when compared with ANSYS and 5% and 11% when compared with experimental work. Accordingly, the proposed nonlinear finite element model represents an efficient and simple tool for the full range analysis of composite beams.","downloadable_attachments":[{"id":51940378,"asset_id":31612690,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":50329168,"first_name":"Mohannad","last_name":"Al-Sherrawi","domain_name":"uobaghdad","page_name":"MohannadAlSherrawi","display_name":"Mohannad H Al-Sherrawi","profile_url":"https://uobaghdad.academia.edu/MohannadAlSherrawi?f_ri=68432","photo":"https://0.academia-photos.com/50329168/14958140/21011163/s65_mohannad.al-sherrawi.jpg"}],"research_interests":[{"id":23042,"name":"Finite Element","url":"https://www.academia.edu/Documents/in/Finite_Element?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":2646513,"name":"Composite 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class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_5662370" data-work_id="5662370" 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/5662370/The_effect_of_external_wings_on_the_behavior_of_suction_anchor">The effect of external wings on the behavior of suction anchor</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Suction anchors may be subjected to quasihorizontal, quasivertical or inclined loading depending on the type of structure and the water depth. The loading conditions can give rise to horizontal and vertical loads, and moments. To achieve... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_5662370" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Suction anchors may be subjected to quasihorizontal, quasivertical or inclined loading depending on the type of structure and the water depth. The loading conditions can give rise to horizontal and vertical loads, and moments. To achieve the best performance, suction anchors may be used in different ways. A single cylindrical unit is normally used for typical floaters, and to achieve higher load resistance a cluster of several attached cylinders may be installed. They may also be used with external wings to optimize the horizontal holding capacity by an enlarged projected area. The behaviour of the suction anchor subjected to lateral and pullout loading is presented in this paper. This is to observe the effects of the external wings on the failure mechanism and ultimate capacity of the foundation. The general-purpose finite element program DIANA is being used for this study. A nonlinear analysis was performed on a three dimensional model formed using eight-node isoparametric solid brick elements. The soil was modelled as an elastic perfectly plastic material with von Mises yield criterion for saturated clay. Both load control and displacement control analyses were used for this study. <br /> <br /><a href="http://www.civil.iitb.ac.in/~dns/IACMAG08/pdfs/M47.pdf" rel="nofollow">www.civil.iitb.ac.in/~dns/IACMAG08/pdfs/M47.pdf</a></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/5662370" 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="5b10c0c375a8c58bbced7affefb90aa8" rel="nofollow" data-download="{"attachment_id":32718762,"asset_id":5662370,"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/32718762/download_file?st=MTczMjQyMzIwOCw4LjIyMi4yMDguMTQ2&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="8093362" href="https://malaya.academia.edu/HashimAbdulRazak">Hashim Abdul Razak</a><script data-card-contents-for-user="8093362" type="text/json">{"id":8093362,"first_name":"Hashim","last_name":"Abdul Razak","domain_name":"malaya","page_name":"HashimAbdulRazak","display_name":"Hashim Abdul Razak","profile_url":"https://malaya.academia.edu/HashimAbdulRazak?f_ri=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_5662370 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="5662370"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 5662370, container: ".js-paper-rank-work_5662370", }); 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The loading conditions can give rise to horizontal and vertical loads, and moments. To achieve the best performance, suction anchors may be used in different ways. A single cylindrical unit is normally used for typical floaters, and to achieve higher load resistance a cluster of several attached cylinders may be installed. They may also be used with external wings to optimize the horizontal holding capacity by an enlarged projected area. The behaviour of the suction anchor subjected to lateral and pullout loading is presented in this paper. This is to observe the effects of the external wings on the failure mechanism and ultimate capacity of the foundation. The general-purpose finite element program DIANA is being used for this study. A nonlinear analysis was performed on a three dimensional model formed using eight-node isoparametric solid brick elements. The soil was modelled as an elastic perfectly plastic material with von Mises yield criterion for saturated clay. Both load control and displacement control analyses were used for this study.\r\n\r\nwww.civil.iitb.ac.in/~dns/IACMAG08/pdfs/M47.pdf ","downloadable_attachments":[{"id":32718762,"asset_id":5662370,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":8093362,"first_name":"Hashim","last_name":"Abdul Razak","domain_name":"malaya","page_name":"HashimAbdulRazak","display_name":"Hashim Abdul Razak","profile_url":"https://malaya.academia.edu/HashimAbdulRazak?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":3750,"name":"Geomechanics","url":"https://www.academia.edu/Documents/in/Geomechanics?f_ri=68432","nofollow":false},{"id":12147,"name":"Finite element method","url":"https://www.academia.edu/Documents/in/Finite_element_method?f_ri=68432","nofollow":false},{"id":51590,"name":"Finite Element Modeling","url":"https://www.academia.edu/Documents/in/Finite_Element_Modeling?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear 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href="https://www.academia.edu/21864900/Analysis_of_solutions_of_a_noncanonical_Hamilton_Jacobi_equation_using_the_generalized_characteristics_method_and_the_Hopf_Lax_representations">Analysis of solutions of a noncanonical Hamilton–Jacobi equation using the generalized characteristics method and the Hopf–Lax representations</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/21864900" 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="79c7e2b16eb2e3f724d98b40458c4470" rel="nofollow" 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type="text/json">{"id":24074336,"first_name":"Anatolij","last_name":"Prykarpatski","domain_name":"lp","page_name":"AnatolijPrykarpatski","display_name":"Anatolij Prykarpatski","profile_url":"https://lp.academia.edu/AnatolijPrykarpatski?f_ri=68432","photo":"https://0.academia-photos.com/24074336/6497653/7347809/s65_anatol.prykarpatski.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-21864900">+1</span><div class="hidden js-additional-users-21864900"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/MiroslawLustyk">Miroslaw Lustyk</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-21864900'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-21864900').html(); } } new 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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=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="166904" href="https://www.academia.edu/Documents/in/Cauchy_Problem">Cauchy Problem</a><script data-card-contents-for-ri="166904" type="text/json">{"id":166904,"name":"Cauchy Problem","url":"https://www.academia.edu/Documents/in/Cauchy_Problem?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=21864900]'), work: {"id":21864900,"title":"Analysis of solutions of a noncanonical Hamilton–Jacobi equation using the generalized characteristics method and the Hopf–Lax representations","created_at":"2016-02-12T02:03:30.086-08:00","url":"https://www.academia.edu/21864900/Analysis_of_solutions_of_a_noncanonical_Hamilton_Jacobi_equation_using_the_generalized_characteristics_method_and_the_Hopf_Lax_representations?f_ri=68432","dom_id":"work_21864900","summary":null,"downloadable_attachments":[{"id":42606938,"asset_id":21864900,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":24074336,"first_name":"Anatolij","last_name":"Prykarpatski","domain_name":"lp","page_name":"AnatolijPrykarpatski","display_name":"Anatolij Prykarpatski","profile_url":"https://lp.academia.edu/AnatolijPrykarpatski?f_ri=68432","photo":"https://0.academia-photos.com/24074336/6497653/7347809/s65_anatol.prykarpatski.jpg"},{"id":214719018,"first_name":"Miroslaw","last_name":"Lustyk","domain_name":"independent","page_name":"MiroslawLustyk","display_name":"Miroslaw Lustyk","profile_url":"https://independent.academia.edu/MiroslawLustyk?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false},{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":166904,"name":"Cauchy Problem","url":"https://www.academia.edu/Documents/in/Cauchy_Problem?f_ri=68432","nofollow":false},{"id":287143,"name":"Fixed Point Theorem","url":"https://www.academia.edu/Documents/in/Fixed_Point_Theorem?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_61416243" data-work_id="61416243" 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/61416243/Computation_of_zeros_of_monotone_type_mappings_on_chidumes_open_problem">Computation of zeros of monotone type mappings on chidumes open problem</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">For $p\geq 2$ , let $E$ be a 2-uniformly smooth and $p$ -uniformly convex real Banach space and let $A:E\rightarrow E^{\ast }$ be a Lipschitz and strongly monotone mapping such that $A^{-1}(0)\neq \emptyset$ . For given $x_{1}\in E$ , let... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_61416243" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">For $p\geq 2$ , let $E$ be a 2-uniformly smooth and $p$ -uniformly convex real Banach space and let $A:E\rightarrow E^{\ast }$ be a Lipschitz and strongly monotone mapping such that $A^{-1}(0)\neq \emptyset$ . For given $x_{1}\in E$ , let $\{x_{n}\}$ be generated by the algorithm $x_{n+1}=J^{-1}(Jx_{n}-\unicode[STIX]{x1D706}Ax_{n})$ , $n\geq 1$ , where $J$ is the normalized duality mapping from $E$ into $E^{\ast }$ and $\unicode[STIX]{x1D706}$ is a positive real number in $(0,1)$ satisfying suitable conditions. Then it is proved that $\{x_{n}\}$ converges strongly to the unique point $x^{\ast }\in A^{-1}(0)$ . Furthermore, our theorems provide an affirmative answer to the Chidume et al. open problem [‘Krasnoselskii-type algorithm for zeros of strongly monotone Lipschitz maps in classical Banach spaces’, SpringerPlus4 (2015), 297]. Finally, applications to convex minimization problems are given.</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/61416243" 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"><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="51531525" href="https://independent.academia.edu/NgallaDJITTE">Ngalla DJITTE</a><script data-card-contents-for-user="51531525" type="text/json">{"id":51531525,"first_name":"Ngalla","last_name":"DJITTE","domain_name":"independent","page_name":"NgallaDJITTE","display_name":"Ngalla DJITTE","profile_url":"https://independent.academia.edu/NgallaDJITTE?f_ri=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_61416243 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="61416243"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 61416243, container: ".js-paper-rank-work_61416243", }); 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$(".js-view-count[data-work-id=61416243]").text(description); $(".js-view-count-work_61416243").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_61416243").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="61416243"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">6</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="10927" href="https://www.academia.edu/Documents/in/Convex_Optimization">Convex Optimization</a>, <script data-card-contents-for-ri="10927" type="text/json">{"id":10927,"name":"Convex Optimization","url":"https://www.academia.edu/Documents/in/Convex_Optimization?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="19997" href="https://www.academia.edu/Documents/in/Pure_Mathematics">Pure Mathematics</a>, <script data-card-contents-for-ri="19997" type="text/json">{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","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=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="84294" href="https://www.academia.edu/Documents/in/Fixed_Point_Theory">Fixed Point Theory</a><script data-card-contents-for-ri="84294" type="text/json">{"id":84294,"name":"Fixed Point Theory","url":"https://www.academia.edu/Documents/in/Fixed_Point_Theory?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=61416243]'), work: {"id":61416243,"title":"Computation of zeros of monotone type mappings on chidumes open problem","created_at":"2021-11-09T09:49:20.127-08:00","url":"https://www.academia.edu/61416243/Computation_of_zeros_of_monotone_type_mappings_on_chidumes_open_problem?f_ri=68432","dom_id":"work_61416243","summary":"For $p\\geq 2$ , let $E$ be a 2-uniformly smooth and $p$ -uniformly convex real Banach space and let $A:E\\rightarrow E^{\\ast }$ be a Lipschitz and strongly monotone mapping such that $A^{-1}(0)\\neq \\emptyset$ . For given $x_{1}\\in E$ , let $\\{x_{n}\\}$ be generated by the algorithm $x_{n+1}=J^{-1}(Jx_{n}-\\unicode[STIX]{x1D706}Ax_{n})$ , $n\\geq 1$ , where $J$ is the normalized duality mapping from $E$ into $E^{\\ast }$ and $\\unicode[STIX]{x1D706}$ is a positive real number in $(0,1)$ satisfying suitable conditions. Then it is proved that $\\{x_{n}\\}$ converges strongly to the unique point $x^{\\ast }\\in A^{-1}(0)$ . Furthermore, our theorems provide an affirmative answer to the Chidume et al. open problem [‘Krasnoselskii-type algorithm for zeros of strongly monotone Lipschitz maps in classical Banach spaces’, SpringerPlus4 (2015), 297]. Finally, applications to convex minimization problems are given.","downloadable_attachments":[],"ordered_authors":[{"id":51531525,"first_name":"Ngalla","last_name":"DJITTE","domain_name":"independent","page_name":"NgallaDJITTE","display_name":"Ngalla DJITTE","profile_url":"https://independent.academia.edu/NgallaDJITTE?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":10927,"name":"Convex Optimization","url":"https://www.academia.edu/Documents/in/Convex_Optimization?f_ri=68432","nofollow":false},{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":84294,"name":"Fixed Point Theory","url":"https://www.academia.edu/Documents/in/Fixed_Point_Theory?f_ri=68432","nofollow":false},{"id":119091,"name":"Ordinary Differential Equations (ODE)","url":"https://www.academia.edu/Documents/in/Ordinary_Differential_Equations_ODE_?f_ri=68432"},{"id":194130,"name":"PARTIAL DIFFERENTIAL EQUATION","url":"https://www.academia.edu/Documents/in/PARTIAL_DIFFERENTIAL_EQUATION?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_71806679" data-work_id="71806679" 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/71806679/TESIS_PROCEDIMIENTO_PARA_EVALUAR_SEGURIDAD_SISMICA_EN_EDIFICIOS_ALTOS">TESIS PROCEDIMIENTO PARA EVALUAR SEGURIDAD SISMICA EN EDIFICIOS ALTOS</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 the present paper, a performance analysis of an 18 levels IMS system building, built in Santiago de Cuba city, which is classified as very high seismic hazard level for the new Cuban code, is carried out using the static nonlinear... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_71806679" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">In the present paper, a performance analysis of an 18 levels IMS system building, built in Santiago de Cuba city, which is classified as very high seismic hazard level for the new Cuban code, is carried out using the static nonlinear analysis method, known as the pushover analysis in the specialized literature. A retrospective of this method and their basic objectives are also given, and his use in Cuba as well. To perform the analysis, a characterization of their components, material used in the time of construction of the building, loads analysis, including the prestressed load was done. To obtain the structure´s response and his corresponding performance level, various artificial earthquakes compatibles with the seismicity of the region, according with the seismic demand levels specified by the Cuban code, were determined and included in the analysis, even the El Centro earthquake, which is recognized as a transcendental earthquake by specialists worldwide.<br />The potential formations of plastic hinges were defined according to the building´s characteristics, which their occurrence was corroborate according with the structure´s results. Geometric model was obtain using SAP2000 v16 software, and using the program´s capabilities, different  eatures of the structure were determined, including, dynamic response, capacity curve, hinge formation mechanism, story drifts, and<br />maximum building´s drift, according to different levels of demand. Remarkable results of the performance objectives in the analyzed structure were obtained for each earthquake, as follows: for the earthquakes compatible with the seismicity of the zone, the classification was Fully Operational for the Occasional event, and for the events Rare,<br />and Very Rare the classification was Operational, fulfilling the objectives established according to the importance of the building.</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/71806679" 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="15017cd761bf9974966840f6f1b504e3" rel="nofollow" data-download="{"attachment_id":81001602,"asset_id":71806679,"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/81001602/download_file?st=MTczMjQyMzIwOCw4LjIyMi4yMDguMTQ2&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="70343891" href="https://independent.academia.edu/OlidesRdguez">Olides Rdguez</a><script data-card-contents-for-user="70343891" type="text/json">{"id":70343891,"first_name":"Olides","last_name":"Rdguez","domain_name":"independent","page_name":"OlidesRdguez","display_name":"Olides Rdguez","profile_url":"https://independent.academia.edu/OlidesRdguez?f_ri=68432","photo":"https://0.academia-photos.com/70343891/22792655/21953231/s65_olides.rdguez.jpg"}</script></span></span></li><li class="js-paper-rank-work_71806679 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="71806679"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 71806679, container: ".js-paper-rank-work_71806679", }); 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$(".js-view-count[data-work-id=71806679]").text(description); $(".js-view-count-work_71806679").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_71806679").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="71806679"><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="62250" href="https://www.academia.edu/Documents/in/Performance-based_seismic_design">Performance-based seismic design</a>, <script data-card-contents-for-ri="62250" type="text/json">{"id":62250,"name":"Performance-based seismic design","url":"https://www.academia.edu/Documents/in/Performance-based_seismic_design?f_ri=68432","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=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="83539" href="https://www.academia.edu/Documents/in/Pushover_Analysis">Pushover Analysis</a>, <script data-card-contents-for-ri="83539" type="text/json">{"id":83539,"name":"Pushover Analysis","url":"https://www.academia.edu/Documents/in/Pushover_Analysis?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="175161" href="https://www.academia.edu/Documents/in/High_Rise_Buildings">High Rise Buildings</a><script data-card-contents-for-ri="175161" type="text/json">{"id":175161,"name":"High Rise Buildings","url":"https://www.academia.edu/Documents/in/High_Rise_Buildings?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=71806679]'), work: {"id":71806679,"title":"TESIS PROCEDIMIENTO PARA EVALUAR SEGURIDAD SISMICA EN EDIFICIOS ALTOS","created_at":"2022-02-18T08:30:30.441-08:00","url":"https://www.academia.edu/71806679/TESIS_PROCEDIMIENTO_PARA_EVALUAR_SEGURIDAD_SISMICA_EN_EDIFICIOS_ALTOS?f_ri=68432","dom_id":"work_71806679","summary":"In the present paper, a performance analysis of an 18 levels IMS system building, built in Santiago de Cuba city, which is classified as very high seismic hazard level for the new Cuban code, is carried out using the static nonlinear analysis method, known as the pushover analysis in the specialized literature. A retrospective of this method and their basic objectives are also given, and his use in Cuba as well. To perform the analysis, a characterization of their components, material used in the time of construction of the building, loads analysis, including the prestressed load was done. To obtain the structure´s response and his corresponding performance level, various artificial earthquakes compatibles with the seismicity of the region, according with the seismic demand levels specified by the Cuban code, were determined and included in the analysis, even the El Centro earthquake, which is recognized as a transcendental earthquake by specialists worldwide.\nThe potential formations of plastic hinges were defined according to the building´s characteristics, which their occurrence was corroborate according with the structure´s results. Geometric model was obtain using SAP2000 v16 software, and using the program´s capabilities, different eatures of the structure were determined, including, dynamic response, capacity curve, hinge formation mechanism, story drifts, and\nmaximum building´s drift, according to different levels of demand. Remarkable results of the performance objectives in the analyzed structure were obtained for each earthquake, as follows: for the earthquakes compatible with the seismicity of the zone, the classification was Fully Operational for the Occasional event, and for the events Rare,\nand Very Rare the classification was Operational, fulfilling the objectives established according to the importance of the building.","downloadable_attachments":[{"id":81001602,"asset_id":71806679,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":70343891,"first_name":"Olides","last_name":"Rdguez","domain_name":"independent","page_name":"OlidesRdguez","display_name":"Olides Rdguez","profile_url":"https://independent.academia.edu/OlidesRdguez?f_ri=68432","photo":"https://0.academia-photos.com/70343891/22792655/21953231/s65_olides.rdguez.jpg"}],"research_interests":[{"id":62250,"name":"Performance-based seismic design","url":"https://www.academia.edu/Documents/in/Performance-based_seismic_design?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":83539,"name":"Pushover Analysis","url":"https://www.academia.edu/Documents/in/Pushover_Analysis?f_ri=68432","nofollow":false},{"id":175161,"name":"High Rise Buildings","url":"https://www.academia.edu/Documents/in/High_Rise_Buildings?f_ri=68432","nofollow":false},{"id":485959,"name":"Seismic resistant design of structures","url":"https://www.academia.edu/Documents/in/Seismic_resistant_design_of_structures?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_43183403" data-work_id="43183403" 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/43183403/Geodesic_connectedness_of_semi_Riemannian_manifolds">Geodesic connectedness of semi-Riemannian manifolds</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/43183403" 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="86964396a98835ff91b6a01aad45802c" rel="nofollow" data-download="{"attachment_id":63449466,"asset_id":43183403,"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/63449466/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="23423358" href="https://uni.academia.edu/MiguelAngelPonceSanchez">Miguel Angel Ponce Sanchez</a><script data-card-contents-for-user="23423358" type="text/json">{"id":23423358,"first_name":"Miguel Angel","last_name":"Ponce Sanchez","domain_name":"uni","page_name":"MiguelAngelPonceSanchez","display_name":"Miguel Angel Ponce Sanchez","profile_url":"https://uni.academia.edu/MiguelAngelPonceSanchez?f_ri=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_43183403 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="43183403"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 43183403, container: ".js-paper-rank-work_43183403", }); 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$(".js-view-count[data-work-id=43183403]").text(description); $(".js-view-count-work_43183403").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_43183403").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="43183403"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">6</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="305" href="https://www.academia.edu/Documents/in/Applied_Mathematics">Applied Mathematics</a>, <script data-card-contents-for-ri="305" type="text/json">{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="14348" href="https://www.academia.edu/Documents/in/Differential_Geometry">Differential Geometry</a>, <script data-card-contents-for-ri="14348" type="text/json">{"id":14348,"name":"Differential Geometry","url":"https://www.academia.edu/Documents/in/Differential_Geometry?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="19997" href="https://www.academia.edu/Documents/in/Pure_Mathematics">Pure Mathematics</a>, <script data-card-contents-for-ri="19997" type="text/json">{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","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=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=43183403]'), work: {"id":43183403,"title":"Geodesic connectedness of semi-Riemannian manifolds","created_at":"2020-05-27T22:52:21.950-07:00","url":"https://www.academia.edu/43183403/Geodesic_connectedness_of_semi_Riemannian_manifolds?f_ri=68432","dom_id":"work_43183403","summary":null,"downloadable_attachments":[{"id":63449466,"asset_id":43183403,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":23423358,"first_name":"Miguel Angel","last_name":"Ponce Sanchez","domain_name":"uni","page_name":"MiguelAngelPonceSanchez","display_name":"Miguel Angel Ponce Sanchez","profile_url":"https://uni.academia.edu/MiguelAngelPonceSanchez?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false},{"id":14348,"name":"Differential Geometry","url":"https://www.academia.edu/Documents/in/Differential_Geometry?f_ri=68432","nofollow":false},{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":749302,"name":"Indexation","url":"https://www.academia.edu/Documents/in/Indexation?f_ri=68432"},{"id":1130298,"name":"Critical Point","url":"https://www.academia.edu/Documents/in/Critical_Point?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_17408416 coauthored" data-work_id="17408416" 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/17408416/Local_buckling_of_steel_plates_in_concrete_filled_thin_walled_steel_tubular_beam_columns">Local buckling of steel plates in concrete-filled thin-walled steel tubular beam–columns</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 availability of high strength steels and concrete leads to the use of thin steel plates in concrete-filled steel tubular beam–columns. However, the use of thin steel plates in composite beam–columns gives a rise to local buckling that... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_17408416" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The availability of high strength steels and concrete leads to the use of thin steel plates in concrete-filled steel tubular beam–columns. However, the use of thin steel plates in composite beam–columns gives a rise to local buckling that would appreciably reduce the strength and ductility performance of the members. This paper studies the critical local and post-local buckling behavior of steel plates in concrete-filled thin-walled steel tubular beam–columns by using the finite element analysis method. Geometric and material nonlinear analyses are performed to investigate the critical local and post-local buckling strengths of steel plates under compression and in-plane bending. Initial geometric imperfections and residual stresses presented in steel plates, material yielding and strain hardening are taken into account in the nonlinear analysis. Based on the results obtained from the nonlinear finite element analyses, a set of design formulas are proposed for determining the critical local buckling and ultimate strengths of steel plates in concrete-filled steel tubular beam–columns. In addition, effective width formulas are developed for the ultimate strength design of clamped steel plates under non-uniform compression. The accuracy of the proposed design formulas is established by comparisons with available solutions. The proposed design formulas can be used directly in the design of composite beam–columns and adopted in the advanced analysis of concrete-filled thin-walled steel tubular beam–columns to account for local buckling effects.</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/17408416" 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="84003036890c693c22c245cbd471e4f3" rel="nofollow" data-download="{"attachment_id":42262170,"asset_id":17408416,"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/42262170/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="37130564" href="https://unsw.academia.edu/BrianUy">Brian Uy</a><script data-card-contents-for-user="37130564" type="text/json">{"id":37130564,"first_name":"Brian","last_name":"Uy","domain_name":"unsw","page_name":"BrianUy","display_name":"Brian Uy","profile_url":"https://unsw.academia.edu/BrianUy?f_ri=68432","photo":"https://0.academia-photos.com/37130564/130657677/120067724/s65_brian.uy.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-17408416">+1</span><div class="hidden js-additional-users-17408416"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://cfses.academia.edu/StephenLiang">Stephen Liang</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-17408416'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-17408416').html(); 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However, the use of thin steel plates in composite beam–columns gives a rise to local buckling that would appreciably reduce the strength and ductility performance of the members. This paper studies the critical local and post-local buckling behavior of steel plates in concrete-filled thin-walled steel tubular beam–columns by using the finite element analysis method. Geometric and material nonlinear analyses are performed to investigate the critical local and post-local buckling strengths of steel plates under compression and in-plane bending. Initial geometric imperfections and residual stresses presented in steel plates, material yielding and strain hardening are taken into account in the nonlinear analysis. Based on the results obtained from the nonlinear finite element analyses, a set of design formulas are proposed for determining the critical local buckling and ultimate strengths of steel plates in concrete-filled steel tubular beam–columns. In addition, effective width formulas are developed for the ultimate strength design of clamped steel plates under non-uniform compression. The accuracy of the proposed design formulas is established by comparisons with available solutions. The proposed design formulas can be used directly in the design of composite beam–columns and adopted in the advanced analysis of concrete-filled thin-walled steel tubular beam–columns to account for local buckling effects.","downloadable_attachments":[{"id":42262170,"asset_id":17408416,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":37130564,"first_name":"Brian","last_name":"Uy","domain_name":"unsw","page_name":"BrianUy","display_name":"Brian Uy","profile_url":"https://unsw.academia.edu/BrianUy?f_ri=68432","photo":"https://0.academia-photos.com/37130564/130657677/120067724/s65_brian.uy.png"},{"id":37258986,"first_name":"Stephen","last_name":"Liang","domain_name":"cfses","page_name":"StephenLiang","display_name":"Stephen Liang","profile_url":"https://cfses.academia.edu/StephenLiang?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=68432","nofollow":false},{"id":23042,"name":"Finite Element","url":"https://www.academia.edu/Documents/in/Finite_Element?f_ri=68432","nofollow":false},{"id":49273,"name":"Finite Element Analysis","url":"https://www.academia.edu/Documents/in/Finite_Element_Analysis?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":180833,"name":"High Strength Steel","url":"https://www.academia.edu/Documents/in/High_Strength_Steel?f_ri=68432"},{"id":503866,"name":"Residual Stress","url":"https://www.academia.edu/Documents/in/Residual_Stress?f_ri=68432"},{"id":1174255,"name":"Strain Hardening","url":"https://www.academia.edu/Documents/in/Strain_Hardening?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_8433897" data-work_id="8433897" 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/8433897/Structural_Analysis_of_Bridges_with_time_variant_Modulus_of_Elasticity_under_Moving_Loads">Structural Analysis of Bridges with time-variant Modulus of Elasticity under Moving Loads</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 simply supported bridge is modelled to investigate the effect of a strain rate dependent modulus of elasticity on the dynamic response of the structure to a moving load. The bridge is modelled as a one-dimensional discretized finite... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_8433897" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A simply supported bridge is modelled to investigate the effect of a strain rate dependent modulus of elasticity on the dynamic response of the structure to a moving load. The bridge is modelled as a one-dimensional discretized finite element beam and the moving load is represented by a point force. A constant modulus of elasticity is traditionally employed when simulating the dynamic response of structures under moving loads. In this paper, a time-variant modulus is used to calculate strains and displacements and compare them to the traditional approach for different speeds and bridge spans. The time-variant modulus is obtained from the strain rate of the structure which is used in turn to update the strain. The results show significant changes in the modulus and in the resulting load effect as load magnitude and speed increase.</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/8433897" 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="1dde1de97f58b867ecd4233e233a4b1a" rel="nofollow" data-download="{"attachment_id":34823843,"asset_id":8433897,"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/34823843/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="11371901" href="https://ucd.academia.edu/HusseinAied">Hussein Aied</a><script data-card-contents-for-user="11371901" type="text/json">{"id":11371901,"first_name":"Hussein","last_name":"Aied","domain_name":"ucd","page_name":"HusseinAied","display_name":"Hussein Aied","profile_url":"https://ucd.academia.edu/HusseinAied?f_ri=68432","photo":"https://0.academia-photos.com/11371901/3322651/3909867/s65_hussein.aied.jpg"}</script></span></span></li><li class="js-paper-rank-work_8433897 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="8433897"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 8433897, container: ".js-paper-rank-work_8433897", }); 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The bridge is modelled as a one-dimensional discretized finite element beam and the moving load is represented by a point force. A constant modulus of elasticity is traditionally employed when simulating the dynamic response of structures under moving loads. In this paper, a time-variant modulus is used to calculate strains and displacements and compare them to the traditional approach for different speeds and bridge spans. The time-variant modulus is obtained from the strain rate of the structure which is used in turn to update the strain. The results show significant changes in the modulus and in the resulting load effect as load magnitude and speed increase. ","downloadable_attachments":[{"id":34823843,"asset_id":8433897,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":11371901,"first_name":"Hussein","last_name":"Aied","domain_name":"ucd","page_name":"HusseinAied","display_name":"Hussein Aied","profile_url":"https://ucd.academia.edu/HusseinAied?f_ri=68432","photo":"https://0.academia-photos.com/11371901/3322651/3909867/s65_hussein.aied.jpg"}],"research_interests":[{"id":4070,"name":"Structural Dynamics","url":"https://www.academia.edu/Documents/in/Structural_Dynamics?f_ri=68432","nofollow":false},{"id":5493,"name":"Nonlinear dynamics","url":"https://www.academia.edu/Documents/in/Nonlinear_dynamics?f_ri=68432","nofollow":false},{"id":13776,"name":"Bridge Engineering","url":"https://www.academia.edu/Documents/in/Bridge_Engineering?f_ri=68432","nofollow":false},{"id":25395,"name":"Matlab","url":"https://www.academia.edu/Documents/in/Matlab?f_ri=68432","nofollow":false},{"id":41239,"name":"Bayesian statistics \u0026 modelling","url":"https://www.academia.edu/Documents/in/Bayesian_statistics_and_modelling?f_ri=68432"},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432"},{"id":96799,"name":"Empirical mode decomposition","url":"https://www.academia.edu/Documents/in/Empirical_mode_decomposition?f_ri=68432"},{"id":126031,"name":"Ansys","url":"https://www.academia.edu/Documents/in/Ansys?f_ri=68432"},{"id":250631,"name":"Bridges","url":"https://www.academia.edu/Documents/in/Bridges?f_ri=68432"},{"id":383383,"name":"Cross Entropy","url":"https://www.academia.edu/Documents/in/Cross_Entropy?f_ri=68432"},{"id":404503,"name":"Elastomeric Materials","url":"https://www.academia.edu/Documents/in/Elastomeric_Materials?f_ri=68432"},{"id":586110,"name":"Elastic Modulus","url":"https://www.academia.edu/Documents/in/Elastic_Modulus?f_ri=68432"},{"id":678568,"name":"HIGHWAY ROADS AND BRIDGES","url":"https://www.academia.edu/Documents/in/HIGHWAY_ROADS_AND_BRIDGES?f_ri=68432"},{"id":905605,"name":"MSC NASTRAN","url":"https://www.academia.edu/Documents/in/MSC_NASTRAN?f_ri=68432"},{"id":997338,"name":"Hilbert Huang Transform","url":"https://www.academia.edu/Documents/in/Hilbert_Huang_Transform?f_ri=68432"},{"id":1155530,"name":"Ensemble Empirical Mode Decomposition","url":"https://www.academia.edu/Documents/in/Ensemble_Empirical_Mode_Decomposition?f_ri=68432"},{"id":1269518,"name":"MSC PATRAN","url":"https://www.academia.edu/Documents/in/MSC_PATRAN?f_ri=68432"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_43732485" data-work_id="43732485" 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" 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class="u-positionAbsolute" data-has-card-for-ri-list="43732485"><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="305" href="https://www.academia.edu/Documents/in/Applied_Mathematics">Applied Mathematics</a>, <script data-card-contents-for-ri="305" type="text/json">{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="19997" href="https://www.academia.edu/Documents/in/Pure_Mathematics">Pure Mathematics</a>, <script data-card-contents-for-ri="19997" type="text/json">{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","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=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="242964" href="https://www.academia.edu/Documents/in/Invariant_Measure">Invariant Measure</a><script data-card-contents-for-ri="242964" type="text/json">{"id":242964,"name":"Invariant Measure","url":"https://www.academia.edu/Documents/in/Invariant_Measure?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=43732485]'), work: {"id":43732485,"title":"Approximations of Frobenius–Perron operators via 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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/28441932" 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="f8bad7c3d655c39688bf459e348a18e2" rel="nofollow" data-download="{"attachment_id":48791352,"asset_id":28441932,"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/48791352/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down 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data-has-card-for-ri="305" href="https://www.academia.edu/Documents/in/Applied_Mathematics">Applied Mathematics</a>, <script data-card-contents-for-ri="305" type="text/json">{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="19997" href="https://www.academia.edu/Documents/in/Pure_Mathematics">Pure Mathematics</a>, <script data-card-contents-for-ri="19997" type="text/json">{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="43254" href="https://www.academia.edu/Documents/in/Composition">Composition</a>, <script data-card-contents-for-ri="43254" type="text/json">{"id":43254,"name":"Composition","url":"https://www.academia.edu/Documents/in/Composition?f_ri=68432","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=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=28441932]'), work: {"id":28441932,"title":"Weighted pseudo almost automorphic functions and applications to abstract differential equations","created_at":"2016-09-12T23:44:06.693-07:00","url":"https://www.academia.edu/28441932/Weighted_pseudo_almost_automorphic_functions_and_applications_to_abstract_differential_equations?f_ri=68432","dom_id":"work_28441932","summary":null,"downloadable_attachments":[{"id":48791352,"asset_id":28441932,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":53338392,"first_name":"Denis","last_name":"Pennequin","domain_name":"independent","page_name":"DenisPennequin","display_name":"Denis Pennequin","profile_url":"https://independent.academia.edu/DenisPennequin?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false},{"id":19997,"name":"Pure 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href="https://www.academia.edu/25512335/Numerical_treatment_of_prestressing_tendons_in_the_nonlinear_analysis_of_prestressed_concrete_structures">Numerical treatment of prestressing tendons in the nonlinear analysis of prestressed concrete structures</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/25512335" 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="6fcfb80450283fdb373be791da65b6b7" rel="nofollow" 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window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_25512335"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_25512335 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="25512335"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 25512335; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=25512335]").text(description); $(".js-view-count-work_25512335").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_25512335").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="25512335"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">3</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="48" href="https://www.academia.edu/Documents/in/Engineering">Engineering</a>, <script data-card-contents-for-ri="48" type="text/json">{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="54133" href="https://www.academia.edu/Documents/in/prestressed_Concrete">prestressed Concrete</a>, <script data-card-contents-for-ri="54133" type="text/json">{"id":54133,"name":"prestressed Concrete","url":"https://www.academia.edu/Documents/in/prestressed_Concrete?f_ri=68432","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=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=25512335]'), work: {"id":25512335,"title":"Numerical treatment of prestressing tendons in the nonlinear analysis of prestressed concrete structures","created_at":"2016-05-21T09:01:11.435-07:00","url":"https://www.academia.edu/25512335/Numerical_treatment_of_prestressing_tendons_in_the_nonlinear_analysis_of_prestressed_concrete_structures?f_ri=68432","dom_id":"work_25512335","summary":null,"downloadable_attachments":[{"id":45834253,"asset_id":25512335,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":37557817,"first_name":"Pere","last_name":"Roca","domain_name":"independent","page_name":"PereRoca1","display_name":"Pere Roca","profile_url":"https://independent.academia.edu/PereRoca1?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering?f_ri=68432","nofollow":false},{"id":54133,"name":"prestressed Concrete","url":"https://www.academia.edu/Documents/in/prestressed_Concrete?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","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_23985861" data-work_id="23985861" 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/23985861/Multivalued_fractals">Multivalued fractals</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Multivalued fractals are considered as fixed-points of certain induced union operators, called the Hutchinson–Barns-ley operators, in hyperspaces of compact subsets of the original spaces endowed with the Hausdorff metric. Various... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_23985861" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Multivalued fractals are considered as fixed-points of certain induced union operators, called the Hutchinson–Barns-ley operators, in hyperspaces of compact subsets of the original spaces endowed with the Hausdorff metric. Various approaches are presented for obtaining the existence results, jointly with the information concerning the topological structure of the set of multivalued fractals. According to the applied fixed-point principles, we distinguish among metric , topological and TarskiÕs multivalued fractals. Finite families of condensing and (locally) compact maps as well as of different sorts of contractions are examined with this respect. In particular, continuation principle for multivalued frac-tals is established for (locally) compact maps. Multivalued fractals are also generated implicitly by means of differential inclusions. A randomization of the deterministic results is indicated. Numerical aspects of computer generated multi-valued fractals are discussed in detail.</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/23985861" 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="3f9b922338580c21fdcfa9cefc762ea1" rel="nofollow" data-download="{"attachment_id":44376571,"asset_id":23985861,"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/44376571/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="36498196" href="https://torun-pl.academia.edu/GGabor">Grzegorz Gabor</a><script data-card-contents-for-user="36498196" type="text/json">{"id":36498196,"first_name":"Grzegorz","last_name":"Gabor","domain_name":"torun-pl","page_name":"GGabor","display_name":"Grzegorz Gabor","profile_url":"https://torun-pl.academia.edu/GGabor?f_ri=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_23985861 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="23985861"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 23985861, container: ".js-paper-rank-work_23985861", }); 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$(".js-view-count[data-work-id=23985861]").text(description); $(".js-view-count-work_23985861").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_23985861").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="23985861"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">2</a>  </div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="24831" href="https://www.academia.edu/Documents/in/Fractals">Fractals</a>, <script data-card-contents-for-ri="24831" type="text/json">{"id":24831,"name":"Fractals","url":"https://www.academia.edu/Documents/in/Fractals?f_ri=68432","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=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=23985861]'), work: {"id":23985861,"title":"Multivalued fractals","created_at":"2016-04-04T00:10:52.918-07:00","url":"https://www.academia.edu/23985861/Multivalued_fractals?f_ri=68432","dom_id":"work_23985861","summary":"Multivalued fractals are considered as fixed-points of certain induced union operators, called the Hutchinson–Barns-ley operators, in hyperspaces of compact subsets of the original spaces endowed with the Hausdorff metric. Various approaches are presented for obtaining the existence results, jointly with the information concerning the topological structure of the set of multivalued fractals. According to the applied fixed-point principles, we distinguish among metric , topological and TarskiÕs multivalued fractals. Finite families of condensing and (locally) compact maps as well as of different sorts of contractions are examined with this respect. In particular, continuation principle for multivalued frac-tals is established for (locally) compact maps. Multivalued fractals are also generated implicitly by means of differential inclusions. A randomization of the deterministic results is indicated. Numerical aspects of computer generated multi-valued fractals are discussed in detail.","downloadable_attachments":[{"id":44376571,"asset_id":23985861,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":36498196,"first_name":"Grzegorz","last_name":"Gabor","domain_name":"torun-pl","page_name":"GGabor","display_name":"Grzegorz Gabor","profile_url":"https://torun-pl.academia.edu/GGabor?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":24831,"name":"Fractals","url":"https://www.academia.edu/Documents/in/Fractals?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","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_8037918" data-work_id="8037918" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div 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Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","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=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="102003" href="https://www.academia.edu/Documents/in/Variational_Inequality_Problems">Variational Inequality Problems</a><script data-card-contents-for-ri="102003" type="text/json">{"id":102003,"name":"Variational Inequality Problems","url":"https://www.academia.edu/Documents/in/Variational_Inequality_Problems?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=8037918]'), work: {"id":8037918,"title":"A critical point theory for nonsmooth functionals","created_at":"2014-08-21T00:01:30.974-07:00","url":"https://www.academia.edu/8037918/A_critical_point_theory_for_nonsmooth_functionals?f_ri=68432","dom_id":"work_8037918","summary":null,"downloadable_attachments":[{"id":48246260,"asset_id":8037918,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":15108320,"first_name":"Marco","last_name":"Degiovanni","domain_name":"independent","page_name":"MarcoDegiovanni","display_name":"Marco Degiovanni","profile_url":"https://independent.academia.edu/MarcoDegiovanni?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false},{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear 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thermal coefficients from Tirskii’s method</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/50588596" 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="56de33d50aca991be101c43d9479cd40" rel="nofollow" data-download="{"attachment_id":68513903,"asset_id":50588596,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" 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Selected problems</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 is a short survey on some recent as well as classical results and open problems in smoothness and renormings of Banach spaces. Applications in general topology and nonlinear analysis are considered. A few new results and new proofs... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_19053367" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">This is a short survey on some recent as well as classical results and open problems in smoothness and renormings of Banach spaces. Applications in general topology and nonlinear analysis are considered. A few new results and new proofs are included. 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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/71960616/BMI_recalculated">BMI recalculated</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 so-called ‘least squares regression’ for mathematical modeling is a widely used technique. It’s so common that one might think nothing could be improved to the algorithm anymore. But it can. By minimizing the squares of the... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_71960616" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The so-called ‘least squares regression’ for mathematical modeling is a widely used technique.  It’s so common that one might think nothing could be improved to the algorithm anymore.  But it can.  By minimizing the squares of the differences between measured and predicted values not only in the vertical, but also in the horizontal direction.  I call this ‘multidirectional regression’.  The difference is very significant, especially for power function models, often used in biomedical sciences.  And it makes the regression invariant if the dependent and independent variables are switched.  This was a neglected problem with the traditional method.  The Body Mass Index and the Corpulence Index and their correlation with body fat percentage are studied here as an example showing that this regression technique produces better results.</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/71960616" 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="da390e76cd01b709d51314a915962cf2" rel="nofollow" data-download="{"attachment_id":81088498,"asset_id":71960616,"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/81088498/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="41140338" href="https://independent.academia.edu/KoenVandeMoortel">Koen Van de moortel</a><script data-card-contents-for-user="41140338" type="text/json">{"id":41140338,"first_name":"Koen","last_name":"Van de moortel","domain_name":"independent","page_name":"KoenVandeMoortel","display_name":"Koen Van de moortel","profile_url":"https://independent.academia.edu/KoenVandeMoortel?f_ri=68432","photo":"https://0.academia-photos.com/41140338/45784604/39415148/s65_koen.van_de_moortel.jpg"}</script></span></span></li><li class="js-paper-rank-work_71960616 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="71960616"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 71960616, container: ".js-paper-rank-work_71960616", }); 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It’s so common that one might think nothing could be improved to the algorithm anymore. But it can. By minimizing the squares of the differences between measured and predicted values not only in the vertical, but also in the horizontal direction. I call this ‘multidirectional regression’. The difference is very significant, especially for power function models, often used in biomedical sciences. And it makes the regression invariant if the dependent and independent variables are switched. This was a neglected problem with the traditional method. The Body Mass Index and the Corpulence Index and their correlation with body fat percentage are studied here as an example showing that this regression technique produces better results.","downloadable_attachments":[{"id":81088498,"asset_id":71960616,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":41140338,"first_name":"Koen","last_name":"Van de moortel","domain_name":"independent","page_name":"KoenVandeMoortel","display_name":"Koen Van de moortel","profile_url":"https://independent.academia.edu/KoenVandeMoortel?f_ri=68432","photo":"https://0.academia-photos.com/41140338/45784604/39415148/s65_koen.van_de_moortel.jpg"}],"research_interests":[{"id":428,"name":"Algorithms","url":"https://www.academia.edu/Documents/in/Algorithms?f_ri=68432","nofollow":false},{"id":4269,"name":"Multidimensional 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u-pv7x u-mb0x js-work-card work_36305076" data-work_id="36305076" 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/36305076/Abstract_critical_point_theorems_and_applications_to_some_nonlinear_problems_with_strong_resonance_at_infinity">Abstract critical point theorems and applications to some nonlinear problems with “strong” resonance at infinity</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/36305076" 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" 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InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 36305076; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_36305076"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_36305076 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="36305076"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 36305076; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = 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Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="19997" href="https://www.academia.edu/Documents/in/Pure_Mathematics">Pure Mathematics</a>, <script data-card-contents-for-ri="19997" type="text/json">{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","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=68432","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="1130298" href="https://www.academia.edu/Documents/in/Critical_Point">Critical Point</a><script data-card-contents-for-ri="1130298" type="text/json">{"id":1130298,"name":"Critical Point","url":"https://www.academia.edu/Documents/in/Critical_Point?f_ri=68432","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=36305076]'), work: {"id":36305076,"title":"Abstract critical point theorems and applications to some nonlinear problems with “strong” resonance at infinity","created_at":"2018-04-01T14:39:11.353-07:00","url":"https://www.academia.edu/36305076/Abstract_critical_point_theorems_and_applications_to_some_nonlinear_problems_with_strong_resonance_at_infinity?f_ri=68432","dom_id":"work_36305076","summary":null,"downloadable_attachments":[{"id":56212080,"asset_id":36305076,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":32783175,"first_name":"Vieri","last_name":"Benci","domain_name":"unipi","page_name":"VieriBenci","display_name":"Vieri Benci","profile_url":"https://unipi.academia.edu/VieriBenci?f_ri=68432","photo":"https://0.academia-photos.com/32783175/9769955/10884397/s65_vieri.benci.jpg_oh_21282e9e03cbbb41edd643d4ceeeb2b4_oe_5630828a___gda___1448914363_f41343576618f621a4bbf387eb9c3416"}],"research_interests":[{"id":305,"name":"Applied Mathematics","url":"https://www.academia.edu/Documents/in/Applied_Mathematics?f_ri=68432","nofollow":false},{"id":19997,"name":"Pure Mathematics","url":"https://www.academia.edu/Documents/in/Pure_Mathematics?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":1130298,"name":"Critical Point","url":"https://www.academia.edu/Documents/in/Critical_Point?f_ri=68432","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_45135238" data-work_id="45135238" 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/45135238/Comparative_Study_on_Seismic_Performance_of_Reinforced_Concrete_Building_with_and_without_Fluid_Viscous_Dampers">Comparative Study on Seismic Performance of Reinforced Concrete Building with and without Fluid Viscous Dampers</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Controlling seismic damage and improving performance are creative ideas of earthquake designing in which uses definite demonstrating of the structure together with techniques. One of the most important tools to dissipate energy is dampers... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_45135238" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Controlling seismic damage and improving performance are creative ideas of earthquake designing in which uses definite demonstrating of the structure together with techniques. One of the most important tools to dissipate energy is dampers that are able to reduce vibrations. Especially Fluid Viscous dampers (FVD) which are used to investigate the response of Reinforced Concrete building when they are subjected to lateral load like seismic. A structure might be viewed as serviceable in the event where it can be satisfied by transferring loads to foundation. Since earthquake loads are imposed on a structure, vibrations occur. To resist responses and absorb energy, Fluid Viscous Dampers is used. With Equivalent Static, Response Spectrum and Time history method, it is vital to identify characteristics by (ETABS) finite element program where Models having ordinary RC moment-resisting frame by square column cross-sections with and without FVD. In this evaluation, it is utilized in linear and non-linear analysis where ETABS, Version (18.0.2), has been used. The results are shown that dampers (FVD) dramatically reduce the lateral deflection and enhance the performance of the structure. They also cause a decrease in Time period of maximum Psuedo Spectral Acceleration (PSA) in Response spectrum curves, increasing the story stiffness and decreasing the story Shear. Therefore, adding FVD to RC buildings is effective utilization due to its dissipation of energy.</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/45135238" 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="35c99d231a42e3957329eec9981709f1" rel="nofollow" data-download="{"attachment_id":65706720,"asset_id":45135238,"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/65706720/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="152549811" href="https://singh.academia.edu/WesamAlAgha">Wesam Al Agha</a><script data-card-contents-for-user="152549811" type="text/json">{"id":152549811,"first_name":"Wesam","last_name":"Al Agha","domain_name":"singh","page_name":"WesamAlAgha","display_name":"Wesam Al Agha","profile_url":"https://singh.academia.edu/WesamAlAgha?f_ri=68432","photo":"https://0.academia-photos.com/152549811/51415395/130602652/s65_wesam.al_agha.jpg"}</script></span></span></li><li class="js-paper-rank-work_45135238 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="45135238"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 45135238, container: ".js-paper-rank-work_45135238", }); 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One of the most important tools to dissipate energy is dampers that are able to reduce vibrations. Especially Fluid Viscous dampers (FVD) which are used to investigate the response of Reinforced Concrete building when they are subjected to lateral load like seismic. A structure might be viewed as serviceable in the event where it can be satisfied by transferring loads to foundation. Since earthquake loads are imposed on a structure, vibrations occur. To resist responses and absorb energy, Fluid Viscous Dampers is used. With Equivalent Static, Response Spectrum and Time history method, it is vital to identify characteristics by (ETABS) finite element program where Models having ordinary RC moment-resisting frame by square column cross-sections with and without FVD. In this evaluation, it is utilized in linear and non-linear analysis where ETABS, Version (18.0.2), has been used. The results are shown that dampers (FVD) dramatically reduce the lateral deflection and enhance the performance of the structure. They also cause a decrease in Time period of maximum Psuedo Spectral Acceleration (PSA) in Response spectrum curves, increasing the story stiffness and decreasing the story Shear. Therefore, adding FVD to RC buildings is effective utilization due to its dissipation of energy.","downloadable_attachments":[{"id":65706720,"asset_id":45135238,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":152549811,"first_name":"Wesam","last_name":"Al Agha","domain_name":"singh","page_name":"WesamAlAgha","display_name":"Wesam Al Agha","profile_url":"https://singh.academia.edu/WesamAlAgha?f_ri=68432","photo":"https://0.academia-photos.com/152549811/51415395/130602652/s65_wesam.al_agha.jpg"}],"research_interests":[{"id":33350,"name":"Structural Stability","url":"https://www.academia.edu/Documents/in/Structural_Stability?f_ri=68432","nofollow":false},{"id":34010,"name":"Finite Element Analysis (FEA)","url":"https://www.academia.edu/Documents/in/Finite_Element_Analysis_FEA_?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear 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work_21836987 coauthored" data-work_id="21836987" 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/21836987/Lambda_hyperconvexity_in_metric_spaces">Lambda-hyperconvexity in metric spaces</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/21836987" 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="22f1309c39354aeddca780d2eb1afd32" rel="nofollow" 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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="113c5fc39cf6c6c7608fad52aea5337f" 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=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_60585520 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="60585520"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 60585520, container: ".js-paper-rank-work_60585520", }); 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guidance for seismic design and evaluation of concrete dams, as presented in the Engineer Manual EM1110-2-6053. The re- quirements to design and evaluate concrete dams to have a predictable performance for specified levels of seismic hazard are discussed. The seismic input and performance levels associated with serviceability, damage control, and collapse prevention are defined. The analysis and evaluation procedures and acceptance criteria for each performance level are described. They consist of linear and nonlinear procedures for estimation of seismic response and acceptance criteria that use demand-capacity ratios, damage control thresholds, and irrecoverable level of movements and post-earthquake stability condition to assess dam safety. 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=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":3157,"name":"Seismic Hazard","url":"https://www.academia.edu/Documents/in/Seismic_Hazard?f_ri=68432","nofollow":false},{"id":43715,"name":"Seismic Design","url":"https://www.academia.edu/Documents/in/Seismic_Design?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":517903,"name":"Seismic 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u-tcGrayDarkest"><div class="summarized">The Perona-Malik equation is a formally ill-posed parabolic equation for which simple discretizations are nevertheless numerically found to be stable. After discussing the background of this paradox in computer vision, this paper shows... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_43267662" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The Perona-Malik equation is a formally ill-posed parabolic equation for which simple discretizations are nevertheless numerically found to be stable. After discussing the background of this paradox in computer vision, this paper shows the nonexistence of weak solutions even in those cases where computations are successful, and introduces a notion of generalized solutions for this equation, which do evolve smoothly and possess many of the features of numerical calculations.</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/43267662" 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="83e66f16dad5a9666d7ddee867d152a4" rel="nofollow" data-download="{"attachment_id":63540723,"asset_id":43267662,"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/63540723/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="160266009" href="https://univ-reims.academia.edu/SatyanadKichenassamy">Satyanad Kichenassamy</a><script data-card-contents-for-user="160266009" type="text/json">{"id":160266009,"first_name":"Satyanad","last_name":"Kichenassamy","domain_name":"univ-reims","page_name":"SatyanadKichenassamy","display_name":"Satyanad Kichenassamy","profile_url":"https://univ-reims.academia.edu/SatyanadKichenassamy?f_ri=68432","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_43267662 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="43267662"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 43267662, container: ".js-paper-rank-work_43267662", }); 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After discussing the background of this paradox in computer vision, this paper shows the nonexistence of weak solutions even in those cases where computations are successful, and introduces a notion of generalized solutions for this equation, which do evolve smoothly and possess many of the features of numerical calculations.","downloadable_attachments":[{"id":63540723,"asset_id":43267662,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":160266009,"first_name":"Satyanad","last_name":"Kichenassamy","domain_name":"univ-reims","page_name":"SatyanadKichenassamy","display_name":"Satyanad Kichenassamy","profile_url":"https://univ-reims.academia.edu/SatyanadKichenassamy?f_ri=68432","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":854,"name":"Computer Vision","url":"https://www.academia.edu/Documents/in/Computer_Vision?f_ri=68432","nofollow":false},{"id":1185,"name":"Image Processing","url":"https://www.academia.edu/Documents/in/Image_Processing?f_ri=68432","nofollow":false},{"id":68432,"name":"Nonlinear Analysis","url":"https://www.academia.edu/Documents/in/Nonlinear_Analysis?f_ri=68432","nofollow":false},{"id":123122,"name":"Nonlinear Partial Differential Equations","url":"https://www.academia.edu/Documents/in/Nonlinear_Partial_Differential_Equations?f_ri=68432","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_2371988 coauthored" data-work_id="2371988" 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/2371988/Fractional_variational_calculus_with_classical_and_combined_Caputo_derivatives">Fractional variational calculus with classical and combined Caputo derivatives</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/2371988" 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="905b852d139d18e0c8d36e176f702a35" rel="nofollow" data-download="{"attachment_id":50652630,"asset_id":2371988,"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/50652630/download_file?st=MTczMjQyMzIwOSw4LjIyMi4yMDguMTQ2&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="50740915" href="https://independent.academia.edu/TatianaOdzijewicz">Tatiana Odzijewicz</a><script data-card-contents-for-user="50740915" type="text/json">{"id":50740915,"first_name":"Tatiana","last_name":"Odzijewicz","domain_name":"independent","page_name":"TatianaOdzijewicz","display_name":"Tatiana Odzijewicz","profile_url":"https://independent.academia.edu/TatianaOdzijewicz?f_ri=68432","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-2371988">+1</span><div class="hidden js-additional-users-2371988"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://aveiro.academia.edu/DelfimFMTorres">Delfim F. 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