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.

 
  • 通過(guò)無(wú)支撐和偏心支撐鋼框架及新型楔塊-支撐鋼框架地震作用下的數值仿真分析了3種鋼框架的復位性。
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