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《BUILDING SCIENCE RESEARCH OF SICHUAN》 1999-02
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RESEARCH ON THE BEHAVIOR OF LARGE BENDING COMPONENTS OF STEEL-ATTACHED REINFORCED CONCRETE

Li Xiangmin; Zhang Weihai; Zhangyu(Civil Engineering Institute,Tongji University, Shanghai 200092)Chen Zongliang; Ri Mingzhou; Huji(East China Institute of Architecture Design and Research, Shanghai 200002)  
In this paper,on the basis of Zhengda Business Plaza project being constructed in Pudong,slow-cycle loading experiments on two cross-joint members of SRC beam and RC column have carried out. The ex-perimental parameters are the anchorage and steel type. The strength,ductility and energy dissipation capacity are analyzed and compared in terms of the experimental results. A practical computation formula of ultimate load-bearing capacity is proposed for the design and construction of projects.
【CateGory Index】: TU398
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 SHI Wei-min 1,JIANG Shi-yong 1,ZHAO Wen-bin 2 (1.Department of Civil Engineering,Logistical Engineering University,Chongqing 400016,China; 2.Civil Aeronautics Administration of Gansu Province,Lanzhou 730000,China);The calculation of horizontal sheer between steel and concrete for composite slab[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-03
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