Test studies on seismic performance of joints of coupling beam and shear wall with bi-directional single row of steel bars - Details

Author：

Sun, C. (Sun, C..) | Cao, W. (Cao, W..) | Yang, X. (Yang, X..) | Zhang, J. (Zhang, J..) | Yang, Y. (Yang, Y..)

Indexed by：

Scopus PKU CSCD

Abstract：

RC　shear　wall　with　bi-directional　single　row　of　steel　bars　is　applicable　for　multistory　residence　building.　In　order　to　analyze　the　seismic　performance　of　joints　of　coupling　beam　and　shear　wall　with　bi-directional　single　row　of　steel　bars,　experimental　studied　on　the　joints　of　the　coupling　beam　with　different　shear-span　ratio　under　a　low-frequency　quasi-static　cyclic　loading　were　carried　out,　and　the　shear-span　ratios　of　coupling　beams　are　0.　60　0.　75　1.　50　1.　75.　Based　upon　the　experimental　studies,　load-carrying　capacity,　stiffness　and　its　degradation,　ductility　and　failure　phenomena　of　each　specimen　are　analyzed　systematically.　Experiments　indicate　that　the　joint　with　the　bi-directional　single　row　of　steel　bars　is　able　to　satisfy　requirements　of　seismic　bearing　capacity　of　multistory　residence　building　through　rational　design.

Keyword：

Bi-directional single row of steel bars; Coupling beam; Joint; Seismic performance; Shear wall

Author Community：

[ 1 ] [Sun, C.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Sun, C.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
[ 3 ] [Cao, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Cao, W.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
[ 5 ] [Yang, X.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 6 ] [Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 7 ] [Yang, Y.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address：

[Sun, C.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Email：

sunchao@emails.bjut.edu.cn

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Source ：

World Information on Earthquake Engineering

ISSN： 1007-6069

Year： 2008

Issue： 3

Volume： 24

Page： 84-88

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 0

Affiliated Colleges：

城市建设学部建筑工程学院

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