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	Seismic performance of reinforced concrete beam to concrete-filled steel tubular columns joints
	Hui Qu ; Lin-Hai Han ; Zhong Tao
	2010-10-12 ; 2010-10-12
关键词	Practical/ bars beams (structures) ductility earthquake engineering joining processes mechanical testing pipes reinforced concrete seismology steel structural engineering/ seismic performance reinforced concrete beam concrete-filled steel tubular columns joints rebars reversal horizontal displacement constant axial load test parameters failure model hysteretic characteristics ductility energy dissipation/ E3030 Construction industry E2110A General shapes and structures E1520E Joining processes and welding E2180D Vibrations and shock waves (mechanical engineering) E2110D Geotechnical structures E2180B Plasticity (mechanical engineering) E1630 Testing E1710 Engineering materials
中文摘要	In this paper, eight reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column joints enclosed by rebars were tested under reversal horizontal displacement with constant axial load in order to study their seismic behavior. The test parameters are axial load level and the section type of CFST column. In this study, the failure model, hysteretic characteristic, ductility and energy dissipation were investigated. The results indicated that the anti-earthquake abilities of all joints satisfied with the demand on the code.
语种	英语
出版者	Trans Tech Publications Ltd. ; Switzerland
内容类型	期刊论文
源URL	[http://hdl.handle.net/123456789/82143]
专题	清华大学
推荐引用方式 GB/T 7714	Hui Qu,Lin-Hai Han,Zhong Tao. Seismic performance of reinforced concrete beam to concrete-filled steel tubular columns joints[J],2010, 2010.
APA	Hui Qu,Lin-Hai Han,&Zhong Tao.(2010).Seismic performance of reinforced concrete beam to concrete-filled steel tubular columns joints..
MLA	Hui Qu,et al."Seismic performance of reinforced concrete beam to concrete-filled steel tubular columns joints".(2010).

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