Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.

Nowadays, Steel plate shear walls have been considered as the lateral load resisting system in buildings in increasing the strength and stiffness of structures in two sections of seismic reconstruction and improvement. In this paper, the shear strength and stiffness of a stiffened steel plate shear...

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Autores principales:	Madjid Gholhaki, Omid Rezayfar, farzaneh ahmadnejad
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2019
Materias:	stiffened spsw plate frame interaction method shear capacity shear stiffness proposed equations Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/1be2074a53d24963b5b5be52e68be79a
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spelling	oai:doaj.org-article:1be2074a53d24963b5b5be52e68be79a2021-11-08T15:52:50ZPresentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.2476-39772538-261610.22065/jsce.2018.109765.1404https://doaj.org/article/1be2074a53d24963b5b5be52e68be79a2019-11-01T00:00:00Zhttps://www.jsce.ir/article_60576_1ae68e4c525d8243ef2cabc16a3453ae.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Nowadays, Steel plate shear walls have been considered as the lateral load resisting system in buildings in increasing the strength and stiffness of structures in two sections of seismic reconstruction and improvement. In this paper, the shear strength and stiffness of a stiffened steel plate shear walls under various stiffeners configuration horizontal, vertical and combined structures with finite element method has been studied and finally the proposed equations for determining the unstiffened equivalent thickness of the steel plate The proposed model is used to design a stiffened steel plate shear wall using the proposed equations of the plate frame interaction method. The results indicate a acceptable prediction of the capacity and stiffness of the stiffened steel shear walls using proposed equations and the error rate has been less than 15%.Nowadays, Steel plate shear walls have been considered as the lateral load resisting system in buildings in increasing the strength and stiffness of structures in two sections of seismic reconstruction and improvement. In this paper, the shear strength and stiffness of a stiffened steel plate shear walls under various stiffeners configuration horizontal, vertical and combined structures with finite element method has been studied and finally the proposed equations for determining the unstiffened equivalent thickness of the steel plate The proposed model is used to design a stiffened steel plate shear wall using the proposed equations of the plate frame interaction method. The results indicate a acceptable prediction of the capacity and stiffness of the stiffened steel shear walls using proposed equations and the error rate has been less than 15%.Madjid GholhakiOmid Rezayfarfarzaneh ahmadnejadIranian Society of Structrual Engineering (ISSE)articlestiffened spswplate frame interaction methodshear capacityshear stiffnessproposed equationsBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 3, Pp 132-148 (2019)
institution	DOAJ
collection	DOAJ
language	FA
topic	stiffened spsw plate frame interaction method shear capacity shear stiffness proposed equations Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	stiffened spsw plate frame interaction method shear capacity shear stiffness proposed equations Bridge engineering TG1-470 Building construction TH1-9745 Madjid Gholhaki Omid Rezayfar farzaneh ahmadnejad Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.
description	Nowadays, Steel plate shear walls have been considered as the lateral load resisting system in buildings in increasing the strength and stiffness of structures in two sections of seismic reconstruction and improvement. In this paper, the shear strength and stiffness of a stiffened steel plate shear walls under various stiffeners configuration horizontal, vertical and combined structures with finite element method has been studied and finally the proposed equations for determining the unstiffened equivalent thickness of the steel plate The proposed model is used to design a stiffened steel plate shear wall using the proposed equations of the plate frame interaction method. The results indicate a acceptable prediction of the capacity and stiffness of the stiffened steel shear walls using proposed equations and the error rate has been less than 15%.Nowadays, Steel plate shear walls have been considered as the lateral load resisting system in buildings in increasing the strength and stiffness of structures in two sections of seismic reconstruction and improvement. In this paper, the shear strength and stiffness of a stiffened steel plate shear walls under various stiffeners configuration horizontal, vertical and combined structures with finite element method has been studied and finally the proposed equations for determining the unstiffened equivalent thickness of the steel plate The proposed model is used to design a stiffened steel plate shear wall using the proposed equations of the plate frame interaction method. The results indicate a acceptable prediction of the capacity and stiffness of the stiffened steel shear walls using proposed equations and the error rate has been less than 15%.
format	article
author	Madjid Gholhaki Omid Rezayfar farzaneh ahmadnejad
author_facet	Madjid Gholhaki Omid Rezayfar farzaneh ahmadnejad
author_sort	Madjid Gholhaki
title	Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.
title_short	Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.
title_full	Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.
title_fullStr	Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.
title_full_unstemmed	Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.
title_sort	presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using plate frame interaction model.
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2019
url	https://doaj.org/article/1be2074a53d24963b5b5be52e68be79a
work_keys_str_mv	AT madjidgholhaki presentationofanewmethodforcalculatingtheequivalentthicknesstodesignstiffenedsteelshearwallsusingplateframeinteractionmodel AT omidrezayfar presentationofanewmethodforcalculatingtheequivalentthicknesstodesignstiffenedsteelshearwallsusingplateframeinteractionmodel AT farzanehahmadnejad presentationofanewmethodforcalculatingtheequivalentthicknesstodesignstiffenedsteelshearwallsusingplateframeinteractionmodel
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Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model.

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