EXPERIMENTAL STUDY ON SEISIMIC BEHAVIOR OF PRECAST CONCRETE BEAM-COLUMN SUBASSEMBLAGE WITH CAST-IN-SITU MONOLITHIC JOINTS
Using the comparable full-scale model test method, the seismic behavior of precast concrete beam-column subassemblies with cast-in-situ monolithic joints under low-cycle reversed loading is studied. Two forms of the welded connections of the longitudinal bars at the bottom of the beams are investigated: (1) the welded position is located at the middle of the column, and (2) the welded position is close to the column end. The failure pattern, hysteretic characteristic, skeleton curve, ductility, energy dissipation of precast concrete beam-column subassemblage with cast-in-situ monolithic joints are analyzed, and the results show that both kinds of the above two connections have similar seismic capacity.
Seismic behavior Pre-cast reinforced concrete structure New joint connection type Beam-column subassemblage Low-cycle reversed loading test
Jichao ZHANG Nan LI Keyi WANG Jianhui QIU Xianfeng CHU Lei ZHU
Guangzhou University, China Vanke Co.,Ltd, China
国际会议
The 3rd International Conference on The Concrete Future(第三届混凝土未来国际会议)
烟台
英文
509-518
2008-10-17（万方平台首次上网日期，不代表论文的发表时间）