Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method

Coupled steel plate shear wall consist of two shear wall with flat web plate with rigid beam-column connection, that connected with coupling beam at story level. Coupled steel plate shear wall consist of two panels with rigid beam-column connection, that connected with coupling beam at story level...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Ehsan Vaziri, Mohammad Gholami, Abdolreza Zare
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	steel plate shear wall couple shear wall force based design performance-based plastic design Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/d2a444be627840568fcc0f04470a2669
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:d2a444be627840568fcc0f04470a2669
record_format	dspace
spelling	oai:doaj.org-article:d2a444be627840568fcc0f04470a26692021-11-08T15:54:49ZInvestigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method2476-39772538-261610.22065/jsce.2019.171726.1787https://doaj.org/article/d2a444be627840568fcc0f04470a26692021-06-01T00:00:00Zhttps://www.jsce.ir/article_93377_03c94ce178995d5fde58a4d8d8af6372.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Coupled steel plate shear wall consist of two shear wall with flat web plate with rigid beam-column connection, that connected with coupling beam at story level. Coupled steel plate shear wall consist of two panels with rigid beam-column connection, that connected with coupling beam at story level so its possible to use opening in wall. In this study, two types of six story steel plate shear wall with coupling beam with trapezoidally corrugated infill plate designed with performance plastic design method and two other types designed with force base design. All models have been designed in ABAQUS software and the software outputs were compared and verified by the behavioral mechanism of uncoupling shear wall of the trapezoidal corrugated sheet and the shear wall of the flat web sheet. Subsequently, these four samples were analuzed with time history analysis with the three Northridge, Kobe and Tabas earthquake records. Investigated output of this study consist of relative drift at the peak of maximum displacement of each records and residual drift. With the result of these four models figure out that relative drift are in allowable drift ratio (2%). But each design procedure has advantages than the other one. Advantages of performance plastic design in comparison with force base design are consume less steel material and distribute uniform relative drift ratio. While the advantages of force base design has less relative drift ratio. Hence, in frames which designed by force-based design in comparison with performance based plastic design has less residual drift.Ehsan VaziriMohammad GholamiAbdolreza ZareIranian Society of Structrual Engineering (ISSE)articlesteel plate shear wallcouple shear wallforce based designperformance-based plastic designBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 4, Pp 283-298 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	steel plate shear wall couple shear wall force based design performance-based plastic design Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	steel plate shear wall couple shear wall force based design performance-based plastic design Bridge engineering TG1-470 Building construction TH1-9745 Ehsan Vaziri Mohammad Gholami Abdolreza Zare Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method
description	Coupled steel plate shear wall consist of two shear wall with flat web plate with rigid beam-column connection, that connected with coupling beam at story level. Coupled steel plate shear wall consist of two panels with rigid beam-column connection, that connected with coupling beam at story level so its possible to use opening in wall. In this study, two types of six story steel plate shear wall with coupling beam with trapezoidally corrugated infill plate designed with performance plastic design method and two other types designed with force base design. All models have been designed in ABAQUS software and the software outputs were compared and verified by the behavioral mechanism of uncoupling shear wall of the trapezoidal corrugated sheet and the shear wall of the flat web sheet. Subsequently, these four samples were analuzed with time history analysis with the three Northridge, Kobe and Tabas earthquake records. Investigated output of this study consist of relative drift at the peak of maximum displacement of each records and residual drift. With the result of these four models figure out that relative drift are in allowable drift ratio (2%). But each design procedure has advantages than the other one. Advantages of performance plastic design in comparison with force base design are consume less steel material and distribute uniform relative drift ratio. While the advantages of force base design has less relative drift ratio. Hence, in frames which designed by force-based design in comparison with performance based plastic design has less residual drift.
format	article
author	Ehsan Vaziri Mohammad Gholami Abdolreza Zare
author_facet	Ehsan Vaziri Mohammad Gholami Abdolreza Zare
author_sort	Ehsan Vaziri
title	Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method
title_short	Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method
title_full	Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method
title_fullStr	Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method
title_full_unstemmed	Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method
title_sort	investigation of seismic behavior of coupled steel shear wall designed with performance-based plastic design method
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/d2a444be627840568fcc0f04470a2669
work_keys_str_mv	AT ehsanvaziri investigationofseismicbehaviorofcoupledsteelshearwalldesignedwithperformancebasedplasticdesignmethod AT mohammadgholami investigationofseismicbehaviorofcoupledsteelshearwalldesignedwithperformancebasedplasticdesignmethod AT abdolrezazare investigationofseismicbehaviorofcoupledsteelshearwalldesignedwithperformancebasedplasticdesignmethod
_version_	1718441612256739328

Investigation of Seismic Behavior of Coupled Steel Shear Wall Designed with Performance-Based Plastic Design Method

Ejemplares similares