Damping Performance Experiment and Damage Analysis of Replacement Connection With Low-Yield-Point Steel
Abstract:The performance design for traditional steel rigid connection cannot fulfill the desired seismic requirements. Though beamcolumn connection with weaken beam end can approximately realize the concept about "strong column -weak beam", the local buckling and the distortion buckling in the weaken zone and the total lateral damage maybe occur in rare earthquake and the capacity is not enough. The replacement connection with low-yield-point steel (LYPS) is proposed base on the idea of resilient structure, and its we… Show more
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