Experimental study on seismic behavior of high RC shear wall with concealed steel truss under axial-load ratio - Details

Author：

Fan, Y.-F. (Fan, Y.-F..) | Cao, W.-L. (Cao, W.-L..) (Scholars：曹万林) | Zhang, J.-W. (Zhang, J.-W..) (Scholars：张建伟) | Chang, W.-H. (Chang, W.-H..) | Wang, M. (Wang, M..) (Scholars：王民)

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Abstract：

Based　upon　the　experimental　study　on　the　seismic　behavior　of　three　1/3　scale　high　shear　walls,　including　a　high　shear　wall　with　steel　frame,　a　high　shear　wall　with　steel　truss　and　a　usual　one,　the　bearing　capacity,　stiffness　and　its　attenuation,　ductility,　hysteretic　property　and　failure　phenomena　of　different　types　of　the　shear　walls　with　concealed　bracing　are　discussed.　The　experimental　results　show　that　the　seismic　behavior　of　the　high　shear　wall　with　steel　frame　and　the　high　shear　wall　with　steel　truss　are　obviously　improved　compared　with　the　usual　one.

Keyword：

Axial-load ratio; Reinforced concrete; Seismic behavior; Shear wall; Steel truss

Author Community：

[ 1 ] [Fan, Y.-F.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Cao, W.-L.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Zhang, J.-W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Chang, W.-H.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 5 ] [Wang, M.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

Reprint Author's Address：

[Fan, Y.-F.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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Related Keywords：

Experimental study on seismic behavior of high-rise RC shear wall with concealed steel truss in different axial-load ratios
2007，Journal of Earthquake Engineering and Engineering Vibration

Source ：

World Information on Earthquake Engineering

ISSN： 1007-6069

Year： 2007

Issue： 3

Volume： 23

Page： 18-22

Cited Count：

WoS CC Cited Count： 0

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：

材料科学与工程学院本学院/部未明确归属的数据

建筑与城市规划学院本学院/部未明确归属的数据

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