Research on seismic behavior of composite core walls with steel tube-reinforced concrete columns and concealed steel plate - Details

Author：

Geng, H. (Geng, H..) | Zhang, J. (Zhang, J..) | Cao, W. (Cao, W..) | Dong, H. (Dong, H..)

Indexed by：

Scopus PKU CSCD

Abstract：

A　new　type　of　RC　core　wall　with　steel　tube-reinforced　concrete　columns　and　concealed　steel　plate　is　proposed.　In　order　to　know　the　seismic　behavior　of　the　composite　core　walls,　a　cyclic　loading　test　on　the　1/6　scale　RC　core　walls　with　holes　was　carried　out　in　this　paper.　Based　on　the　experiment,　the　load-carrying　capacity,　hysteretic　behavior,　ductility,　stiffness　attenuation　and　failure　are　discussed.　The　tested　results　show　that　the　seismic　performance　of　the　RC　core　walls　with　steel　tube-reinforced　concrete　columns　and　concealed　steel　plate　is　better.

Keyword：

RC core walls; Seismic behavior; Steel plate; Steel tube-reinforced concrete column

Author Community：

[ 1 ] [Geng, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Geng, H.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
[ 3 ] [Zhang, J.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Zhang, J.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
[ 5 ] [Cao, W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 6 ] [Cao, W.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
[ 7 ] [Dong, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 8 ] [Dong, H.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing 100124, China

Reprint Author's Address：

[Geng, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Email：

ghx@emails.bjut.edu.cn

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Source ：

World Information on Earthquake Engineering

ISSN： 1007-6069

Year： 2010

Issue： 2

Volume： 26

Page： 77-81

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： 4

Affiliated Colleges：

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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