Experimental study on seismic performance of high-rise shear wall with bi-directional single row of steel bars - Details

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Abstract：

The　high-rise　RC　shear　wall　with　bi-directional　single　row　of　steel　bars　is　applicable　for　multistory　residence　building.　In　order　to　know　the　seismic　performance　of　this　shear　wall,　experimental　studies　on　specimens　of　four　high-rise　shear　wall　under　a　low-frequency　quasi-static　cyclic　loading　were　carried　out.　A　specimen　was　high-rise　RC　shear　wall　with　bi-directional　double　row　of　steel　bars,　two　specimens　were　high-rise　RC　shear　walls　with　bi-directional　single　row　of　steel　bars,　and　a　specimen　was　high-rise　RC　shear　wall　with　bi-directional　single　row　of　steel　bars　and　concealed　bracing.　Based　upon　the　experimental　studies,　load-carrying　capacity,　ductility　and　its　stiffness,　degradation,　hysteretic　behavior,　energy　dissipation　and　failure　phenomena　of　each　shear　wall　are　contrastively　analyzed,　and　the　effects　of　concealed　bracing　on　the　seismic　performance　of　this　shear　wall　are　discussed.　The　experiments　show　that　the　high-rise　RC　shear　wall　with　single　row　of　steel　bars　will　be　able　to　satisfy　the　requirements　of　seismic　design　for　multistory　residence　building　if　rational　design　is　carried　out.

Keyword：

Bi-directional single row of steel bars; Concealed bracing; High-rise shear wall; Seismic performance

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, T.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Sun, T.]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 ] [Yin, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 8 ] [Wu, D.]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 ：

World Information on Earthquake Engineering

ISSN： 1007-6069

Year： 2008

Issue： 3

Volume： 24

Page： 14-19

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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