Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates

Abstract: Composite Steel Plate Shear Wall (CSPSW) is a resistant system to lateral forces with suitable performance which can be utilized by corrugated trapezoidal plates enhancing the stiffness of shear wall. In this study, when the space between the corrugations of trapezoidal plates is either fi...

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Autores principales:	Khosravi,Hossein, Mousavi,Sayed Shoaib, Tadayonfar,Gholamreza
Lenguaje:	English
Publicado:	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2017
Materias:	Composite Steel Plate Shear Wall (CSPSW) Flat and Corrugated Plates Seismic Behavior
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2017000200249
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spelling	oai:scielo:S0718-915X20170002002492017-10-23Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated platesKhosravi,HosseinMousavi,Sayed ShoaibTadayonfar,Gholamreza Composite Steel Plate Shear Wall (CSPSW) Flat and Corrugated Plates Seismic Behavior Abstract: Composite Steel Plate Shear Wall (CSPSW) is a resistant system to lateral forces with suitable performance which can be utilized by corrugated trapezoidal plates enhancing the stiffness of shear wall. In this study, when the space between the corrugations of trapezoidal plates is either filled or empty, the deformability, stiffness and other seismic parameters of Composite Steel Plate Shear Wall have been studied by Abaqus software. The use of CSPSW with corrugated trapezoidal plate with horizontal and vertical corrugations when the space between the corrugations of Infill plate and concrete layer is empty exhibits more deformability as compared to just the same system when the space has been filled with concrete layer. In fact, applying this application detail in CSPSW with corrugated trapezoidal plate is believed to improve the behavior of this lateral resistant system. If we use trapezoidal plate in CSPSW, it would be recommended that the space between corrugations and concrete layer to be empty.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.16 n.2 20172017-08-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2017000200249en10.7764/rdlc.16.2.249
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	Composite Steel Plate Shear Wall (CSPSW) Flat and Corrugated Plates Seismic Behavior
spellingShingle	Composite Steel Plate Shear Wall (CSPSW) Flat and Corrugated Plates Seismic Behavior Khosravi,Hossein Mousavi,Sayed Shoaib Tadayonfar,Gholamreza Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
description	Abstract: Composite Steel Plate Shear Wall (CSPSW) is a resistant system to lateral forces with suitable performance which can be utilized by corrugated trapezoidal plates enhancing the stiffness of shear wall. In this study, when the space between the corrugations of trapezoidal plates is either filled or empty, the deformability, stiffness and other seismic parameters of Composite Steel Plate Shear Wall have been studied by Abaqus software. The use of CSPSW with corrugated trapezoidal plate with horizontal and vertical corrugations when the space between the corrugations of Infill plate and concrete layer is empty exhibits more deformability as compared to just the same system when the space has been filled with concrete layer. In fact, applying this application detail in CSPSW with corrugated trapezoidal plate is believed to improve the behavior of this lateral resistant system. If we use trapezoidal plate in CSPSW, it would be recommended that the space between corrugations and concrete layer to be empty.
author	Khosravi,Hossein Mousavi,Sayed Shoaib Tadayonfar,Gholamreza
author_facet	Khosravi,Hossein Mousavi,Sayed Shoaib Tadayonfar,Gholamreza
author_sort	Khosravi,Hossein
title	Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
title_short	Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
title_full	Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
title_fullStr	Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
title_full_unstemmed	Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates
title_sort	numerical study of seismic behavior of composite steel plate shear walls with flat and corrugated plates
publisher	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate	2017
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2017000200249
work_keys_str_mv	AT khosravihossein numericalstudyofseismicbehaviorofcompositesteelplateshearwallswithflatandcorrugatedplates AT mousavisayedshoaib numericalstudyofseismicbehaviorofcompositesteelplateshearwallswithflatandcorrugatedplates AT tadayonfargholamreza numericalstudyofseismicbehaviorofcompositesteelplateshearwallswithflatandcorrugatedplates
_version_	1714206283712692224

Numerical study of seismic behavior of Composite Steel Plate Shear Walls with flat and corrugated plates

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