Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]

M.Gholhaki1*,Gh.Pachideh2, O. Rezayfar3, S.Ghazvini41- Associate Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University2- Phd Candidate, Structure Eng. Dept., Faculty of Civil Eng., Semnan University3- Assistant Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University4- M...

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Autores principales:	Madjid Gholhaki, Ghasem Pachideh, Omid Rezayfar, sajjad ghazvini
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2019
Materias:	steel plate shear wall incremental dynamic analysis response modification factor record opensees Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/c5fcdf3c8251483296d405074d6f94a5
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spelling	oai:doaj.org-article:c5fcdf3c8251483296d405074d6f94a52021-11-08T15:52:40ZSpecification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]2476-39772538-261610.22065/jsce.2018.100459.1346https://doaj.org/article/c5fcdf3c8251483296d405074d6f94a52019-08-01T00:00:00Zhttps://www.jsce.ir/article_57929_fbb0bbb2d8bcb171bab9346704564fde.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616M.Gholhaki1*,Gh.Pachideh2, O. Rezayfar3, S.Ghazvini41- Associate Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University2- Phd Candidate, Structure Eng. Dept., Faculty of Civil Eng., Semnan University3- Assistant Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University4- Msc, Structure Eng. Dept., Faculty of Civil Eng., Semnan UniversityToday, with the increasing spread of high constructions, as a development symbol, the need for selecting robust and suitable system for bearing optimally loads from earthquakes and wind and with high energy absorption power, has been significantly considered. Steel plate shear walls have been used over four decades as an efficient lateral resistance system. This paper analyzed the over strength factor, Ductility Factor and behavior factor of these system. For this, 7, 15 and 30 floors frames possessing one or two steel plate shear wall spans, have been analyzed in non-linear static, linear dynamic or increasingly dynamic analysis (IDA). For considering inherent uncertainty of earthquake, it was used of increasingly dynamic analysis and 7 records of the strongest earthquakes have been ever occurred were selected. The results showed that the behavior factor of this system in limit form for high construction is 8 and for short and middle construction is about 9.Madjid GholhakiGhasem PachidehOmid Rezayfarsajjad ghazviniIranian Society of Structrual Engineering (ISSE)articlesteel plate shear wallincremental dynamic analysisresponse modification factorrecordopenseesBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 2, Pp 211-224 (2019)
institution	DOAJ
collection	DOAJ
language	FA
topic	steel plate shear wall incremental dynamic analysis response modification factor record opensees Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	steel plate shear wall incremental dynamic analysis response modification factor record opensees Bridge engineering TG1-470 Building construction TH1-9745 Madjid Gholhaki Ghasem Pachideh Omid Rezayfar sajjad ghazvini Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]
description	M.Gholhaki1*,Gh.Pachideh2, O. Rezayfar3, S.Ghazvini41- Associate Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University2- Phd Candidate, Structure Eng. Dept., Faculty of Civil Eng., Semnan University3- Assistant Prof., Structure Eng. Dept., Faculty of Civil Eng., Semnan University4- Msc, Structure Eng. Dept., Faculty of Civil Eng., Semnan UniversityToday, with the increasing spread of high constructions, as a development symbol, the need for selecting robust and suitable system for bearing optimally loads from earthquakes and wind and with high energy absorption power, has been significantly considered. Steel plate shear walls have been used over four decades as an efficient lateral resistance system. This paper analyzed the over strength factor, Ductility Factor and behavior factor of these system. For this, 7, 15 and 30 floors frames possessing one or two steel plate shear wall spans, have been analyzed in non-linear static, linear dynamic or increasingly dynamic analysis (IDA). For considering inherent uncertainty of earthquake, it was used of increasingly dynamic analysis and 7 records of the strongest earthquakes have been ever occurred were selected. The results showed that the behavior factor of this system in limit form for high construction is 8 and for short and middle construction is about 9.
format	article
author	Madjid Gholhaki Ghasem Pachideh Omid Rezayfar sajjad ghazvini
author_facet	Madjid Gholhaki Ghasem Pachideh Omid Rezayfar sajjad ghazvini
author_sort	Madjid Gholhaki
title	Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]
title_short	Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]
title_full	Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]
title_fullStr	Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]
title_full_unstemmed	Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]
title_sort	specification of response modification factor for steel plate shear wall by incremental dynamic analysis method [ida]
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2019
url	https://doaj.org/article/c5fcdf3c8251483296d405074d6f94a5
work_keys_str_mv	AT madjidgholhaki specificationofresponsemodificationfactorforsteelplateshearwallbyincrementaldynamicanalysismethodida AT ghasempachideh specificationofresponsemodificationfactorforsteelplateshearwallbyincrementaldynamicanalysismethodida AT omidrezayfar specificationofresponsemodificationfactorforsteelplateshearwallbyincrementaldynamicanalysismethodida AT sajjadghazvini specificationofresponsemodificationfactorforsteelplateshearwallbyincrementaldynamicanalysismethodida
_version_	1718441700518526976

Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA]

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