Experimental study on seismic behavior of mid-rise shear wall with concealed steel truss - Details

Author：

Zhang, J. (Zhang, J..) | Cao, W. (Cao, W..) | Zheng, T. (Zheng, T..) | Tao, J. (Tao, J..)

Indexed by：

Scopus PKU CSCD

Abstract：

The　experimental　study　on　the　seismic　behavior　of　three　1/3　scale　mid-rise　shear　walls,　including　a　midrise　shear　wall　with　steel　frame,　a　mid-rise　shear　wall　with　steel　truss　and　a　usual　one,　has　been　made.　Based　upon　the　experimental　study,　the　stiffness　and　its　attenuation,　bearing　capacity,　ductility,　hysteresis　property　and　failure　phenomena　of　each　shear　wall　are　contrastively　analyzed.　The　experimental　results　show　that　the　seismic　behavior　of　the　mid-rise　shear　wall　with　steel　frame　has　been　obviously　improved　and　the　seismic　behavior　of　the　mid-rise　shear　wall　with　steel　truss　has　been　observably　improved　compared　with　the　usual　one.

Keyword：

Mid-rise shear wall; Reinforced concrete; Seismic behavior; Steel frame; Steel truss

Author Community：

[ 1 ] [Zhang, J.]Beijing University of Technology, Beijing 100022, China
[ 2 ] [Cao, W.]Beijing University of Technology, Beijing 100022, China
[ 3 ] [Zheng, T.]Beijing University of Technology, Beijing 100022, China
[ 4 ] [Tao, J.]Beijing University of Technology, Beijing 100022, China
[ 5 ] [Zhang, J.]Beijing University of Technology, Beijing 100022, China

Reprint Author's Address：

[Zhang, J.]Beijing University of Technology, Beijing 100022, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

Year： 2006

Issue： 4

Volume： 26

Page： 108-113

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： 1

Affiliated Colleges：

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