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To study the effect of the design parameters of dampers on seismic behaviors of the novel self-centering prefabricated concrete (SCPC) frame joint, eight pseudo-static loading tests with five sizes of dampers were conducted. Furthermore, three sizes parameters of dampers are applied on the seven-story prefabricated frames which are designed by the displacement-based method. Elastoplastic time-history analyses of three buildings are conducted at the DBE and MCE levels, respectively. Finally, the displacement-based seismic design method of the novel frame is implied to be effective, and the optimal design parameters of the proposed hysteretic damper for the novel SCPC frame are obtained.

Optimization Analysis of Hysteretic Dampers Design Parameters on Seismic Performance of a Novel Self-Centering Prefabricated Concrete Frame