Seismic resistance of hybrid shear wall (HSW) systems

The use of concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) shear wall mixed structures has attracted the interest of structural engineers. The connection between the composite columns, the shear-wall edge members and concrete wall are critical. The connection behavior at th...

Full description

Saved in:
Bibliographic Details
Published in:Journal of constructional steel research 2016-01, Vol.116, p.247-270
Main Authors: Vetr, Mohamad-Ghasem, Mohamad Shirali, N., Ghamari, Ali
Format: Article
Language:English
Subjects:
CFST
Columns (structural)
Displacement control
Earthquake resistance
Experimental
Force–slip
Hybrid
Hysteresis
Mathematical models
Numerical
Reinforced concrete
Reinforcing steels
Seismic
Shear wall
Shear walls
Springs
Structural steels
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63
cites cdi_FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63
container_end_page 270
container_issue
container_start_page 247
container_title Journal of constructional steel research
container_volume 116
creator Vetr, Mohamad-Ghasem
Mohamad Shirali, N.
Ghamari, Ali
description The use of concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) shear wall mixed structures has attracted the interest of structural engineers. The connection between the composite columns, the shear-wall edge members and concrete wall are critical. The connection behavior at the interface of the different elements has been a major subject of this study. Therefore, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall. Also a simplified model (two models: model with nonlinear springs, simple truss model) for predicting the force–slip relation based on experimental and numerical studies was presented. •In an experimental and analytical study, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall.•A simplified model for predicting the force–slip relation was also presented.•This study is a new research about CFST and RC shear walls.
doi_str_mv 10.1016/j.jcsr.2015.09.011
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1778003407</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0143974X1530105X</els_id><sourcerecordid>1778003407</sourcerecordid><originalsourceid>FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63</originalsourceid><addsrcrecordid>eNp9kE1Lw0AURQdRsH78AVdZ1kXie5kkk4AbKWqFgosquhsmMy90QtrUeanSf29KXbu6m3su3CPEDUKCgMVdm7SWQ5IC5glUCSCeiAmWSsZ5VcpTMQHMZFyp7PNcXDC3AFBWspyIfEme195GgdjzYDaWor6JVvs6eBfxikyIfkzXRdP58uM24j0PtOYrcdaYjun6Ly_F-9Pj22weL16fX2YPi9hKKYc4t3XqasjqWlGTKTRFYcCBVA0iWgCypEyRukahpKpOU0KqM-Myi2BzV8hLMT3ubkP_tSMe9Nqzpa4zG-p3rFGpEkBmoMZqeqza0DMHavQ2-LUJe42gD450qw-O9MGRhkqPjkbo_gjReOLbU9BsPY0OnA9kB-16_x_-Cy4cb3A</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1778003407</pqid></control><display><type>article</type><title>Seismic resistance of hybrid shear wall (HSW) systems</title><source>ScienceDirect Freedom Collection 2022-2024</source><creator>Vetr, Mohamad-Ghasem ; Mohamad Shirali, N. ; Ghamari, Ali</creator><creatorcontrib>Vetr, Mohamad-Ghasem ; Mohamad Shirali, N. ; Ghamari, Ali</creatorcontrib><description>The use of concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) shear wall mixed structures has attracted the interest of structural engineers. The connection between the composite columns, the shear-wall edge members and concrete wall are critical. The connection behavior at the interface of the different elements has been a major subject of this study. Therefore, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall. Also a simplified model (two models: model with nonlinear springs, simple truss model) for predicting the force–slip relation based on experimental and numerical studies was presented. •In an experimental and analytical study, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall.•A simplified model for predicting the force–slip relation was also presented.•This study is a new research about CFST and RC shear walls.</description><identifier>ISSN: 0143-974X</identifier><identifier>EISSN: 1873-5983</identifier><identifier>DOI: 10.1016/j.jcsr.2015.09.011</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>CFST ; Columns (structural) ; Displacement control ; Earthquake resistance ; Experimental ; Force–slip ; Hybrid ; Hysteresis ; Mathematical models ; Numerical ; Reinforced concrete ; Reinforcing steels ; Seismic ; Shear wall ; Shear walls ; Springs ; Structural steels</subject><ispartof>Journal of constructional steel research, 2016-01, Vol.116, p.247-270</ispartof><rights>2015 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63</citedby><cites>FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Vetr, Mohamad-Ghasem</creatorcontrib><creatorcontrib>Mohamad Shirali, N.</creatorcontrib><creatorcontrib>Ghamari, Ali</creatorcontrib><title>Seismic resistance of hybrid shear wall (HSW) systems</title><title>Journal of constructional steel research</title><description>The use of concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) shear wall mixed structures has attracted the interest of structural engineers. The connection between the composite columns, the shear-wall edge members and concrete wall are critical. The connection behavior at the interface of the different elements has been a major subject of this study. Therefore, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall. Also a simplified model (two models: model with nonlinear springs, simple truss model) for predicting the force–slip relation based on experimental and numerical studies was presented. •In an experimental and analytical study, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall.•A simplified model for predicting the force–slip relation was also presented.•This study is a new research about CFST and RC shear walls.</description><subject>CFST</subject><subject>Columns (structural)</subject><subject>Displacement control</subject><subject>Earthquake resistance</subject><subject>Experimental</subject><subject>Force–slip</subject><subject>Hybrid</subject><subject>Hysteresis</subject><subject>Mathematical models</subject><subject>Numerical</subject><subject>Reinforced concrete</subject><subject>Reinforcing steels</subject><subject>Seismic</subject><subject>Shear wall</subject><subject>Shear walls</subject><subject>Springs</subject><subject>Structural steels</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNp9kE1Lw0AURQdRsH78AVdZ1kXie5kkk4AbKWqFgosquhsmMy90QtrUeanSf29KXbu6m3su3CPEDUKCgMVdm7SWQ5IC5glUCSCeiAmWSsZ5VcpTMQHMZFyp7PNcXDC3AFBWspyIfEme195GgdjzYDaWor6JVvs6eBfxikyIfkzXRdP58uM24j0PtOYrcdaYjun6Ly_F-9Pj22weL16fX2YPi9hKKYc4t3XqasjqWlGTKTRFYcCBVA0iWgCypEyRukahpKpOU0KqM-Myi2BzV8hLMT3ubkP_tSMe9Nqzpa4zG-p3rFGpEkBmoMZqeqza0DMHavQ2-LUJe42gD450qw-O9MGRhkqPjkbo_gjReOLbU9BsPY0OnA9kB-16_x_-Cy4cb3A</recordid><startdate>201601</startdate><enddate>201601</enddate><creator>Vetr, Mohamad-Ghasem</creator><creator>Mohamad Shirali, N.</creator><creator>Ghamari, Ali</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>201601</creationdate><title>Seismic resistance of hybrid shear wall (HSW) systems</title><author>Vetr, Mohamad-Ghasem ; Mohamad Shirali, N. ; Ghamari, Ali</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>CFST</topic><topic>Columns (structural)</topic><topic>Displacement control</topic><topic>Earthquake resistance</topic><topic>Experimental</topic><topic>Force–slip</topic><topic>Hybrid</topic><topic>Hysteresis</topic><topic>Mathematical models</topic><topic>Numerical</topic><topic>Reinforced concrete</topic><topic>Reinforcing steels</topic><topic>Seismic</topic><topic>Shear wall</topic><topic>Shear walls</topic><topic>Springs</topic><topic>Structural steels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Vetr, Mohamad-Ghasem</creatorcontrib><creatorcontrib>Mohamad Shirali, N.</creatorcontrib><creatorcontrib>Ghamari, Ali</creatorcontrib><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of constructional steel research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Vetr, Mohamad-Ghasem</au><au>Mohamad Shirali, N.</au><au>Ghamari, Ali</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seismic resistance of hybrid shear wall (HSW) systems</atitle><jtitle>Journal of constructional steel research</jtitle><date>2016-01</date><risdate>2016</risdate><volume>116</volume><spage>247</spage><epage>270</epage><pages>247-270</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>The use of concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) shear wall mixed structures has attracted the interest of structural engineers. The connection between the composite columns, the shear-wall edge members and concrete wall are critical. The connection behavior at the interface of the different elements has been a major subject of this study. Therefore, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall. Also a simplified model (two models: model with nonlinear springs, simple truss model) for predicting the force–slip relation based on experimental and numerical studies was presented. •In an experimental and analytical study, ten specimens were tested to investigate the force–slip behavior between a CFST column and an RC shear wall.•A simplified model for predicting the force–slip relation was also presented.•This study is a new research about CFST and RC shear walls.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.jcsr.2015.09.011</doi><tpages>24</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0143-974X
ispartof Journal of constructional steel research, 2016-01, Vol.116, p.247-270
issn 0143-974X
1873-5983
language eng
recordid cdi_proquest_miscellaneous_1778003407
source ScienceDirect Freedom Collection 2022-2024
subjects CFST
Columns (structural)
Displacement control
Earthquake resistance
Experimental
Force–slip
Hybrid
Hysteresis
Mathematical models
Numerical
Reinforced concrete
Reinforcing steels
Seismic
Shear wall
Shear walls
Springs
Structural steels
title Seismic resistance of hybrid shear wall (HSW) systems
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-03T22%3A25%3A00IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Seismic%20resistance%20of%20hybrid%20shear%20wall%20(HSW)%20systems&rft.jtitle=Journal%20of%20constructional%20steel%20research&rft.au=Vetr,%20Mohamad-Ghasem&rft.date=2016-01&rft.volume=116&rft.spage=247&rft.epage=270&rft.pages=247-270&rft.issn=0143-974X&rft.eissn=1873-5983&rft_id=info:doi/10.1016/j.jcsr.2015.09.011&rft_dat=%3Cproquest_cross%3E1778003407%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c333t-5cb2db04bb7ef471a66a0d037f111c00ece7a62df713e9b22e1eb4ad4c10c5d63%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1778003407&rft_id=info:pmid/&rfr_iscdi=true