Seismic behavior research on composite shear wall with concrete filled steel tube columns in high axial-load ratio - Details

Author：

Cao, W. (Cao, W..) | Wang, M. (Wang, M..) (Scholars：王民) | Wang, S. (Wang, S..) (Scholars：王术) | Zhang, J. (Zhang, J..) (Scholars：张菁) | Zeng, B. (Zeng, B..)

Indexed by：

Scopus PKU CSCD

Abstract：

Composite　shear　wall　with　concrete　filled　steel　tube　columns　is　a　new　kind　of　composite　shear　wall,　which　is　applicable　to　high　and　super-high　buildings.　Axial-load　ratio　is　one　of　key　points　to　shear　wall　for　resisting　earthquake.　Axial-load　ratio　of　bottom　in　high　building　is　high.　Experiment　studies　of　the　seismic　behavior　of　two　1/4　scale　models　in　high　axial-load　ratio　under　low　frequency　circle　load　have　been　done.　One　model　is　traditional　reinforced　concrete　shear　wall,　the　other　is　composite　shear　wall　with　concrete　filled　steel　tube　columns.　Based　on　the　experiment,　load-carrying　capacity,　ductility,　stiffness　and　its　degradation,　hysteretic　property,　energy　dissipation　and　failure　phenomena　of　each　shear　wall　are　contrastively　analyzed.　The　formulas　of　load-carrying　capacity　are　worked　out.　The　results　obtained　from　the　formulas　and　those　from　experiment　are　in　good　agreement.　The　results　show　that　the　seismic　behavior　of　composite　shear　wall　with　concrete　filled　steel　tube　columns　has　been　developed　evidently　compared　with　traditional　reinforced　concrete　shear　wall　in　high　axial-load　ratio.

Keyword：

Composite shear wall; Concrete filled steel tube; High axial-load ratio; Reinforced concrete; Seismic behavior

Author Community：

[ 1 ] [Cao, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Cao, W.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100022, China
[ 3 ] [Wang, M.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Wang, M.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100022, China
[ 5 ] [Wang, S.]The Institute of Residential Architecture Design of Guangzhou, Beijing 100022, China
[ 6 ] [Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 7 ] [Zeng, B.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

Reprint Author's Address：

[Cao, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

Email：

wlcao@bjut.edu.cn

Show more details

Related Keywords：

Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

Year： 2008

Issue： 1

Volume： 28

Page： 85-90

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： 6

Affiliated Colleges：

建筑与城市规划学院本学院/部未明确归属的数据

Get Fulltext

Library Discovery Baidu Scholar Search SCOPUS

Type
Departments

All Years Choose Year From to