Concrete Filled Double Steel Plate Shear Wall Response Modification Factor

Composite steel shear wall is a newest seismic resistant system that has a high stiffness, strength and ductility. The main advantages of this structural system are lower thickness and weight, don’t need to reinforcement and its easy implementation procedure with compared to concrete reinforced shea...

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Autores principales:	Hamed Rahman Shokrgozar, Amin Ghannadiasl, hashem omidi
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2019
Materias:	concrete filled double steel- plate shear wall response modification factor over-strength factor force reduction factor nonlinear static pushover analysis nonlinear incremental dynamic analysis linear dynamic analysis Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/0a53152bfe1f454cbd688d585f5ee5dd
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id	oai:doaj.org-article:0a53152bfe1f454cbd688d585f5ee5dd
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spelling	oai:doaj.org-article:0a53152bfe1f454cbd688d585f5ee5dd2021-11-08T15:51:06ZConcrete Filled Double Steel Plate Shear Wall Response Modification Factor2476-39772538-261610.22065/jsce.2017.89253.1232https://doaj.org/article/0a53152bfe1f454cbd688d585f5ee5dd2019-02-01T00:00:00Zhttps://www.jsce.ir/article_51822_e2d4aa154bfeae9ee14c38502f36d6a5.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Composite steel shear wall is a newest seismic resistant system that has a high stiffness, strength and ductility. The main advantages of this structural system are lower thickness and weight, don’t need to reinforcement and its easy implementation procedure with compared to concrete reinforced shear walls. Recently, the behavior of various types of this seismic resistant system has been investigated through numerical or experimental studies. Response modification factor, over-strength factor and deflection amplification factor are the most important parameters for analysis and design of any seismic resistant system. The response modification factor of concrete filled double steel plate shear wall (CFDSPSW) is determined in this paper. For this purpose, an eight-story building with two ratios of wall length to wall heights (1.5 and 2) are designed with CFDSPSW system. To investigation the effect of the concrete core thickness, three different thickness (50, 125, 200mm) is considered. The finite-element model of all cases is developed using ABAQUS software and the combination of nonlinear static pushover; nonlinear incremental dynamic and linear dynamic analyses are used for calculation of the response modification factor. The results are shown that the enhancement in the concrete core thickness lead to increasing ductility and decreasing force reduction factor. The over-strength factor and response modification factor are obtained respectively 1.76 and 6.47 for this seismic resistant structural system.Hamed Rahman ShokrgozarAmin Ghannadiaslhashem omidiIranian Society of Structrual Engineering (ISSE)articleconcrete filled double steel- plate shear wallresponse modification factorover-strength factorforce reduction factornonlinear static pushover analysisnonlinear incremental dynamic analysislinear dynamic analysisBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 5, Iss شماره ویژه 4, Pp 140-155 (2019)
institution	DOAJ
collection	DOAJ
language	FA
topic	concrete filled double steel- plate shear wall response modification factor over-strength factor force reduction factor nonlinear static pushover analysis nonlinear incremental dynamic analysis linear dynamic analysis Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	concrete filled double steel- plate shear wall response modification factor over-strength factor force reduction factor nonlinear static pushover analysis nonlinear incremental dynamic analysis linear dynamic analysis Bridge engineering TG1-470 Building construction TH1-9745 Hamed Rahman Shokrgozar Amin Ghannadiasl hashem omidi Concrete Filled Double Steel Plate Shear Wall Response Modification Factor
description	Composite steel shear wall is a newest seismic resistant system that has a high stiffness, strength and ductility. The main advantages of this structural system are lower thickness and weight, don’t need to reinforcement and its easy implementation procedure with compared to concrete reinforced shear walls. Recently, the behavior of various types of this seismic resistant system has been investigated through numerical or experimental studies. Response modification factor, over-strength factor and deflection amplification factor are the most important parameters for analysis and design of any seismic resistant system. The response modification factor of concrete filled double steel plate shear wall (CFDSPSW) is determined in this paper. For this purpose, an eight-story building with two ratios of wall length to wall heights (1.5 and 2) are designed with CFDSPSW system. To investigation the effect of the concrete core thickness, three different thickness (50, 125, 200mm) is considered. The finite-element model of all cases is developed using ABAQUS software and the combination of nonlinear static pushover; nonlinear incremental dynamic and linear dynamic analyses are used for calculation of the response modification factor. The results are shown that the enhancement in the concrete core thickness lead to increasing ductility and decreasing force reduction factor. The over-strength factor and response modification factor are obtained respectively 1.76 and 6.47 for this seismic resistant structural system.
format	article
author	Hamed Rahman Shokrgozar Amin Ghannadiasl hashem omidi
author_facet	Hamed Rahman Shokrgozar Amin Ghannadiasl hashem omidi
author_sort	Hamed Rahman Shokrgozar
title	Concrete Filled Double Steel Plate Shear Wall Response Modification Factor
title_short	Concrete Filled Double Steel Plate Shear Wall Response Modification Factor
title_full	Concrete Filled Double Steel Plate Shear Wall Response Modification Factor
title_fullStr	Concrete Filled Double Steel Plate Shear Wall Response Modification Factor
title_full_unstemmed	Concrete Filled Double Steel Plate Shear Wall Response Modification Factor
title_sort	concrete filled double steel plate shear wall response modification factor
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2019
url	https://doaj.org/article/0a53152bfe1f454cbd688d585f5ee5dd
work_keys_str_mv	AT hamedrahmanshokrgozar concretefilleddoublesteelplateshearwallresponsemodificationfactor AT aminghannadiasl concretefilleddoublesteelplateshearwallresponsemodificationfactor AT hashemomidi concretefilleddoublesteelplateshearwallresponsemodificationfactor
_version_	1718441633788198912

Concrete Filled Double Steel Plate Shear Wall Response Modification Factor

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