Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames

Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors. Applying the non-linear static analysis and make ideals pushover curves obtained from its, includi...

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Autores principales:	Alireza Habibi, Reza gholami
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2015
Materias:	incremental dynamic analysis pushover analysis overstrength factors ductility factors response modiﬁcation factors Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/5fc90a93e39b4586ab0fedd39b53fdc0
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spelling	oai:doaj.org-article:5fc90a93e39b4586ab0fedd39b53fdc02021-11-08T15:45:20ZAssessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames2476-39772538-2616https://doaj.org/article/5fc90a93e39b4586ab0fedd39b53fdc02015-12-01T00:00:00Zhttps://www.jsce.ir/article_38640_58abf62ae7757b8460e776b5b4d97de7.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors. Applying the non-linear static analysis and make ideals pushover curves obtained from its, including conventional in determining behavior factor. The purpose of this study is evaluating the accuracy of nonlinear static analysis in determining behavior factor reinforced concrete moment-resisiting framesby performing nonlinear incremental dynamic analysis that is a more accurate analysisby considering the damping, dynamic nature of the load and higher modes effects. The response modiﬁcation factors for reinforced concrete moment-resisiting framesobtained in this study by performing nonlinear incremental dynamic analysis are difference about %13 those obtained by pushover analyses analysis. The results of nonlinear incremental dynamic analysis are generally more than those obtained from pushover analysis.Alireza HabibiReza gholamiIranian Society of Structrual Engineering (ISSE)articleincremental dynamic analysispushover analysisoverstrength factorsductility factorsresponse modiﬁcation factorsBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 2, Iss 3, Pp 13-22 (2015)
institution	DOAJ
collection	DOAJ
language	FA
topic	incremental dynamic analysis pushover analysis overstrength factors ductility factors response modiﬁcation factors Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	incremental dynamic analysis pushover analysis overstrength factors ductility factors response modiﬁcation factors Bridge engineering TG1-470 Building construction TH1-9745 Alireza Habibi Reza gholami Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames
description	Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors. Applying the non-linear static analysis and make ideals pushover curves obtained from its, including conventional in determining behavior factor. The purpose of this study is evaluating the accuracy of nonlinear static analysis in determining behavior factor reinforced concrete moment-resisiting framesby performing nonlinear incremental dynamic analysis that is a more accurate analysisby considering the damping, dynamic nature of the load and higher modes effects. The response modiﬁcation factors for reinforced concrete moment-resisiting framesobtained in this study by performing nonlinear incremental dynamic analysis are difference about %13 those obtained by pushover analyses analysis. The results of nonlinear incremental dynamic analysis are generally more than those obtained from pushover analysis.
format	article
author	Alireza Habibi Reza gholami
author_facet	Alireza Habibi Reza gholami
author_sort	Alireza Habibi
title	Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames
title_short	Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames
title_full	Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames
title_fullStr	Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames
title_full_unstemmed	Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames
title_sort	assessment of accuracy the nonlinear static analysis in determining behavior factor reinforced concrete moment-resisiting frames
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2015
url	https://doaj.org/article/5fc90a93e39b4586ab0fedd39b53fdc0
work_keys_str_mv	AT alirezahabibi assessmentofaccuracythenonlinearstaticanalysisindeterminingbehaviorfactorreinforcedconcretemomentresisitingframes AT rezagholami assessmentofaccuracythenonlinearstaticanalysisindeterminingbehaviorfactorreinforcedconcretemomentresisitingframes
_version_	1718441753296502784

Assessment of Accuracy the Nonlinear Static Analysis in Determining Behavior Factor Reinforced Concrete Moment-Resisiting Frames

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