Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes

Dual system of steel moment frame and steel plate shear wall has many advantages in comparison to the other systems. Since the last four decades the dual system has been used more frequently in new and existing structures. the steel shear wall has many advantages such as high ductility, strength, st...

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Autores principales:	Reza Bemanian, Hamzeh Shakib
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2016
Materias:	seismic performance nonlinear dynamic analysis dual system steel plate shear wall Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/30c7de6ef35f469d95c20ed24f45ba2b
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spelling	oai:doaj.org-article:30c7de6ef35f469d95c20ed24f45ba2b2021-11-08T15:45:41ZEvaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes2476-39772538-2616https://doaj.org/article/30c7de6ef35f469d95c20ed24f45ba2b2016-03-01T00:00:00Zhttps://www.jsce.ir/article_38628_baefd78b5b9cc24b99478a3690a3b5af.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Dual system of steel moment frame and steel plate shear wall has many advantages in comparison to the other systems. Since the last four decades the dual system has been used more frequently in new and existing structures. the steel shear wall has many advantages such as high ductility, strength, stiffness and it has light weight, it consequent reduce lateral forces and time efficiency in contracture procedure. The aim of this study is to evaluate the seismic performance of the dual steel frame steel plate shear wall system in comparison with the moment resisting frame using nonlinear dynamic analysis. A dual System of Steel Moment frame and steel Plate shear walls system and a moment resisting frame is chosen a frame of four stories building were designed by used existing code. The height of each floor is 3.5 m. Seismic behavior of frame evaluate using nonlinear dynamic analysis. For this purpose a set of seven earthquake ground motions were appropriately selected and applied to the systems. Interstory drift ratio, input energy, distribution frames responses in height were compared for the systems under two different hazard level of ground motion and the results were analyzed.Reza BemanianHamzeh ShakibIranian Society of Structrual Engineering (ISSE)articleseismic performancenonlinear dynamic analysisdual systemsteel plate shear wallBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 2, Iss 4, Pp 5-17 (2016)
institution	DOAJ
collection	DOAJ
language	FA
topic	seismic performance nonlinear dynamic analysis dual system steel plate shear wall Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	seismic performance nonlinear dynamic analysis dual system steel plate shear wall Bridge engineering TG1-470 Building construction TH1-9745 Reza Bemanian Hamzeh Shakib Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes
description	Dual system of steel moment frame and steel plate shear wall has many advantages in comparison to the other systems. Since the last four decades the dual system has been used more frequently in new and existing structures. the steel shear wall has many advantages such as high ductility, strength, stiffness and it has light weight, it consequent reduce lateral forces and time efficiency in contracture procedure. The aim of this study is to evaluate the seismic performance of the dual steel frame steel plate shear wall system in comparison with the moment resisting frame using nonlinear dynamic analysis. A dual System of Steel Moment frame and steel Plate shear walls system and a moment resisting frame is chosen a frame of four stories building were designed by used existing code. The height of each floor is 3.5 m. Seismic behavior of frame evaluate using nonlinear dynamic analysis. For this purpose a set of seven earthquake ground motions were appropriately selected and applied to the systems. Interstory drift ratio, input energy, distribution frames responses in height were compared for the systems under two different hazard level of ground motion and the results were analyzed.
format	article
author	Reza Bemanian Hamzeh Shakib
author_facet	Reza Bemanian Hamzeh Shakib
author_sort	Reza Bemanian
title	Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes
title_short	Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes
title_full	Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes
title_fullStr	Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes
title_full_unstemmed	Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes
title_sort	evaluation of nonlinear behavior of dual steel frame-shear wall system by a group of real earthquakes
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2016
url	https://doaj.org/article/30c7de6ef35f469d95c20ed24f45ba2b
work_keys_str_mv	AT rezabemanian evaluationofnonlinearbehaviorofdualsteelframeshearwallsystembyagroupofrealearthquakes AT hamzehshakib evaluationofnonlinearbehaviorofdualsteelframeshearwallsystembyagroupofrealearthquakes
_version_	1718441735824080896

Evaluation of Nonlinear Behavior of Dual Steel Frame-Shear Wall System by a Group of Real Earthquakes

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