Abstract
To investigate the seismic performance of a new type of fully assembled beam-column joints, finite element models are established by ABAQUS with the nonlinear and geometric nonlinear effects considered to simulate 5 joints based on the quasi-static test. Through the comparison between finite element analysis and experimental results, the validity of finite element models is verified. Then the correlation parameters and their effects on the seismic performance of joints are analysed.
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Schedule a callMore From: IOP Conf. Series: Materials Science and Engineering
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