Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014
Citation:
Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014
Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014
Citation:
Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014
In order to know the difference between seismic resistant performance of reinforced concrete beam-column sandwich joints and traditional joints, six specimens of 3 sets, including interior joints, exterior joints and edge joints were tested and compared. Integrated results and behaviors consisting of load resistant capacity, ductility, energy dissipation capacity, beam bar anchorage were investigated. The comparison study showes the aseismic performance of the sandwich joints is not as good as that of traditional joints. But it is feasible to put sandwich joints in practice.
[3] .Li Yingmin, Zheng Nina, Ji Shuyan, et al. Experiment al Research of Seismic Performance of RC Frame Joints Poured with Beams'Concrete [C]//6th Internat ional Concrete on Tall Buildings. Hong Kong: 2004.
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