Wang Xiaohan, Yan Xinchi, Qin Yiru. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 33-38. doi: 10.13204/j.gyjz201005006
Citation:
Wang Xiaohan, Yan Xinchi, Qin Yiru. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 33-38. doi: 10.13204/j.gyjz201005006
Wang Xiaohan, Yan Xinchi, Qin Yiru. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 33-38. doi: 10.13204/j.gyjz201005006
Citation:
Wang Xiaohan, Yan Xinchi, Qin Yiru. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 33-38. doi: 10.13204/j.gyjz201005006
By using full-scale model test method,the seismic behavior indexes of prestressed precast concrete beamcolumn assemblies under low-cyclic reversed load are studied,such as failure pattern,hysteretic characteristic,skeleton curve,stiffness deterioration,energy dissipation and rotation of the beam end. The results indicate that this kind of assembly has better energy dissipation and enough displacement restoring capacity by prestressed tendons. It is also suggested that some measures should be taken to improve its seismic behavior.
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