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

Author：

Huang, X.-M. (Huang, X.-M..) | Cao, W.-L. (Cao, W.-L..) (Scholars：曹万林) | Cui, J.-S. (Cui, J.-S..) | Zheng, H.-B. (Zheng, H.-B..) | Ma, J.-C. (Ma, J.-C..)

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Scopus PKU CSCD

Abstract：

New　seismic　design　method,　the　setting　of　crossed　reinforcing　bars　in　specially　shaped　column　is　suggested　after　the　proposition　of　the　specially　shaped　column　with　concealed　column.　Based　on　the　tests　of　seismic　behavior　of　3　T-shaped　column　specimens,　the　seismic　behavior　of　the　general　T-shaped　column,　T-shaped　column　with　concealed　column　and　T-shaped　column　with　crossed　reinforcing　bars　is　compared.　It　is　proved　that　the　crossed　reinforcing　bars　in　the　short　T-shaped　column　is　able　to　remarkably　improve　the　seismic　behavior.

Keyword：

Crossed reinforcing bars; Reinforced concrete; Seismic behavior; Short column; T-shaped

Author Community：

[ 1 ] [Huang, X.-M.]Beijing Polytechnic University, Beijing 100022, China
[ 2 ] [Cao, W.-L.]Beijing Polytechnic University, Beijing 100022, China
[ 3 ] [Cui, J.-S.]Second Bldg. Constr./Instal. Corp., Cangzhou 061001, China
[ 4 ] [Zheng, H.-B.]Beijing Polytechnic University, Beijing 100022, China
[ 5 ] [Ma, J.-C.]Second Bldg. Constr./Instal. Corp., Cangzhou 061001, China

Reprint Author's Address：

[Huang, X.-M.]Beijing Polytechnic University, Beijing 100022, China

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Source ：

Journal of Earthquake Engineering and Engineering Vibration

ISSN： 1000-1301

Year： 2003

Issue： 1

Volume： 23

Page： 90-94

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SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

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Chinese Cited Count：

30 Days PV： 7

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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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