The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems

Steel shear wall with corrugated plate is a lateral load resistant system. In recent years, researchers have made investigations in this Field. In this study, the behavior of this system under pushover loading has been evaluated. For this purpose, 20 samples of steel shear wall system with corrugate...

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Autores principales:	Ehsan Vaziri, Mohammad Gholami
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	corrugated plate pushover diagram high structures interaction between frame and corrugated plate tension field Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/70b9b2c1b8a145c3a55bab25f62ecd1a
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spelling	oai:doaj.org-article:70b9b2c1b8a145c3a55bab25f62ecd1a2021-11-08T15:54:55ZThe Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems2476-39772538-261610.22065/jsce.2019.179369.1832https://doaj.org/article/70b9b2c1b8a145c3a55bab25f62ecd1a2021-07-01T00:00:00Zhttps://www.jsce.ir/article_93378_45e94905fc03401433eeb85b489126de.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Steel shear wall with corrugated plate is a lateral load resistant system. In recent years, researchers have made investigations in this Field. In this study, the behavior of this system under pushover loading has been evaluated. For this purpose, 20 samples of steel shear wall system with corrugated plate with bay to height ratio of 0.85,1.4,2,2.5 And in 1,2,4,6,10 Stories has been designed. Then these samples with finite element software (Abaqus) were analyzed. Results of this study show that the initial stiffness of this type of shear walls is high And it's resistance in drift about 0.1 percent reaches to the highest amount. But when the plate is subjected to interaction buckling it's stiffness and resistance has been decreased significantly. Also, Results of this study shows that before the plate reaches to buckling limit; a greater percentage of shear force is resisted by plate but after plate's buckling frame has more contribution in resisting shear force. In this study mechanism of creation of tension Field in this type of systems has been evaluated and relation for determination of tension Field's angle was proposed. In the end, in this study, a method for estimating pushover diagram of shear wall system with corrugated plate for one and several story structures has been presented. This solution was founded on the interaction between frame and corrugated Plate and by results of experimental and numerical samples was verified.Ehsan VaziriMohammad GholamiIranian Society of Structrual Engineering (ISSE)articlecorrugated plate pushover diagramhigh structuresinteraction between frame and corrugated platetension fieldBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 5, Pp 24-48 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	corrugated plate pushover diagram high structures interaction between frame and corrugated plate tension field Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	corrugated plate pushover diagram high structures interaction between frame and corrugated plate tension field Bridge engineering TG1-470 Building construction TH1-9745 Ehsan Vaziri Mohammad Gholami The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems
description	Steel shear wall with corrugated plate is a lateral load resistant system. In recent years, researchers have made investigations in this Field. In this study, the behavior of this system under pushover loading has been evaluated. For this purpose, 20 samples of steel shear wall system with corrugated plate with bay to height ratio of 0.85,1.4,2,2.5 And in 1,2,4,6,10 Stories has been designed. Then these samples with finite element software (Abaqus) were analyzed. Results of this study show that the initial stiffness of this type of shear walls is high And it's resistance in drift about 0.1 percent reaches to the highest amount. But when the plate is subjected to interaction buckling it's stiffness and resistance has been decreased significantly. Also, Results of this study shows that before the plate reaches to buckling limit; a greater percentage of shear force is resisted by plate but after plate's buckling frame has more contribution in resisting shear force. In this study mechanism of creation of tension Field in this type of systems has been evaluated and relation for determination of tension Field's angle was proposed. In the end, in this study, a method for estimating pushover diagram of shear wall system with corrugated plate for one and several story structures has been presented. This solution was founded on the interaction between frame and corrugated Plate and by results of experimental and numerical samples was verified.
format	article
author	Ehsan Vaziri Mohammad Gholami
author_facet	Ehsan Vaziri Mohammad Gholami
author_sort	Ehsan Vaziri
title	The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems
title_short	The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems
title_full	The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems
title_fullStr	The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems
title_full_unstemmed	The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems
title_sort	wall–frame interaction effect in corrugated steel shear walls systems
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/70b9b2c1b8a145c3a55bab25f62ecd1a
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The Wall–Frame Interaction Effect in Corrugated Steel Shear Walls Systems

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