Experiment and analysis of seismic behavior of short +- shaped columns with crossed reinforcing bars - Details

Author：

Cao, W.-L. (Cao, W.-L..) (Scholars：曹万林) | Huang, X.-M. (Huang, X.-M..) | Wang, P.-S. (Wang, P.-S..) | Zhang, J.-W. (Zhang, J.-W..) (Scholars：张建伟) | Zheng, H.-B. (Zheng, H.-B..)

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Scopus CSCD

Abstract：

Based　on　to　the　tests　of　seismic　behavior　of　3　+　ℋaped　column　specimens,　the　seismic　behavior　of　the　general　+　ℋaped　column,　+　ℋaped　column　with　concealed　column　and　+　ℋaped　column　with　crossed　reinforcing　bars　is　compared.　It　is　proved　that　the　crossed　reinforcing　bars　in　the　short　+　ℋaped　column　is　able　to　improve　its　seismic　behavior　remarkably.

Keyword：

Concealed column; Crossed reinforcing bars; Seismic behavior; Short +ℋaped column

Author Community：

[ 1 ] [Cao, W.-L.]Beijing Polytechnic University, Beijing 100022, China
[ 2 ] [Huang, X.-M.]Beijing Polytechnic University, Beijing 100022, China
[ 3 ] [Wang, P.-S.]Cangzhou Dept. of Build Safety Mgmt., Cangzhou 061001, China
[ 4 ] [Zhang, J.-W.]Beijing Polytechnic University, Beijing 100022, China
[ 5 ] [Zheng, H.-B.]Beijing Polytechnic University, Beijing 100022, China

Reprint Author's Address：

曹万林
[Cao, W.-L.]Beijing Polytechnic University, Beijing 100022, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

Year： 2002

Issue： 5

Volume： 22

Page： 41-45

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： 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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