Meanwhile, analyzed the re-centering behavior of no-braced and eccentrically braced steel frame and new-style steel frame with wedge-bracing by the seismic simulation method.

• 通过无支撑和偏心支撑钢框架及新型楔块-支撑钢框架地震作用下的数值仿真分析了3种钢框架的复位性。