Experimental study on seismic perfomance of RC shear wall joint with bi-directional single row of steel bars - Details

Author：

Cao, W. (Cao, W..) | Sun, C. (Sun, C..) | Yang, X. (Yang, X..) | Zhang, J. (Zhang, J..) (Scholars：张菁) | 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.　A　low-frequency　quasi-static　cyclic　loading　experimental　study　on　seismic　performance　of　five　joint　models　with　different　construction　measures　and　shear-span　ratios　was　carried　out.　The　load-carrying　capacity,　stiffness　and　its　degradation,　ductility,　energy　dissipation　and　failure　phenomena　of　each　specimen　were　analyzed　systematically.　Experiments　indicate　that　the　joint　with　bi-directional　single　row　of　steel　bars　is　able　to　satisfy　the　requirements　of　seismic　design　through　rational　designing.

Keyword：

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

Author Community：

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

Reprint Author's Address：

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

Email：

wlcao@bjut.edu.cn

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

Year： 2008

Issue： 3

Volume： 28

Page： 104-109

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

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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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