Seismic behavior and design method of RC shear wall structure with single row of steel bars - Details

Author：

Zhang, J. (Zhang, J..) | Yang, X. (Yang, X..) | Cao, W. (Cao, W..) | Dong, H. (Dong, H..)

Indexed by：

Scopus PKU CSCD

Abstract：

The　RC　shear　wall　with　two　rows　of　steel　bars　usually　is　used　for　high-rise　buildings.　The　RC　shear　wall　with　single　row　of　steel　bars　is　proposed　for　applying　to　multistory　residence　buildings　by　the　authors.　In　order　to.　achieve　the　seismic　performance　of　shear　wall　with　single　row　of　steel　bars　in　bi-direction,　the　experiments　were　systematically　carried　out.　In　this　paper,　the　general　situation　of　experimental　study　on　RC　shear　wall　with　single　row　of　steel　bars　in　bi-direction　is　introduced.　And　a　comparison　of　the　seismic　performance　between　it　and　brick　masonry　shear　wall　is　done.　Based　on　the　experimental　study,　the　application　fields　of　the　RC　shear　wall　with　s＇ingle　row　of　steel　bars　in　bi-direction　are　suggested,　and　its　seismic　construction　measures　are　provided.　Research　abovementioned　indicates　that　the　RC　shear　wall　with　single　row　of　steel　bars　in　bi-direction　is　able　to　be　used　to　multistory　residence　building.

Keyword：

Construction measure; RC shear wall; Seismic design; Single row of steel bars in bi-direction

Author Community：

[ 1 ] [Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Yang, X.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 3 ] [Cao, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Dong, H.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address：

[Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

Email：

zhangjw@bjut.edu.cn

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Source ：

World Information on Earthquake Engineering

ISSN： 1007-6069

Year： 2009

Issue： 1

Volume： 25

Page： 77-81

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 5

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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