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摘要:
According to the structural design characteristics of Dalian International Conference Center, two mild steel energy dissipation joint specimens with arc-shaped contact plate were designed. The horizontal cyclic loading test was carried out for 1:1 scaled joint specimens with different working parameters in order to investigate the seismic performance. Based on the experiment, the load-carrying capacity, stiffness and its deteriorative behavior, hysteretic behavior, ductility, energy dissipation and failure mode of two specimens were discussed. Calculation method for load-carring capacity of the mild steel energy dissipation joint is given and the results agree well with the experimental results. The test results show that the joint specimen with mild steel contact plate of thickness 18mm has stronger deformability and higher energy dissipation capacity.
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