On the experiment of Wang Huan-ding, an elastoplastic biaxial hysteretic model for variable stiffness base isolator made of concrete-filled steel tubular short column is proposed in this paper.
在王焕定等人试验的基础上，针对变刚度钢管混凝土短柱隔震装置提出了便于弹塑性时程分析中应用的双向恢复力模型。
The transmissibility of the isolator placed between a rigid body and a rigid base is analyzed by the use of the continuous system theory in this paper.
本文借助连续系统理论分析了一个放置于刚性物体振源和刚性基础之间的单个隔振器的力绝对传递率特性。
Based on the energy design measures for base-isolation structure, the formula applicable to the optimal yield level of the bilinear isolator is derived.
基于基础隔震结构的能量设计方法，推导出适用于双线性隔震器最佳屈服平台的应用公式。
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