Experimental Study on Seismic Behavior of Penetrated Interior Diaphragm on One Side Beam-to-Column Connection for Concrete-Filled Square Steel Tube
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    Abstract:

    A total of three experimental specimens of penetrated interior diaphragm on one side had been tested under low-cyclic reversed loading to study the hysteric behavior,strength and stiffness degradation,ductility,energy dissipation capacity and the failure modes.The only difference of all specimens was the axial compression ratio.Experimental results show that the story drift ductility ratios are 2.11~2.32,and the energy dissipation ratios are 1.141~1.502 at the peak load.Additional anti-seismic design and research recommendations are presented.

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王先铁 郝际平 孙彤 潘阳 任青青 马山积 李娜.新型方钢管混凝土梁柱节点抗震性能研究[J].土木与环境工程学报(中英文),2007,29(2):73~77

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  • Revised:December 27,2006
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