The horizontalstiffness of steel frame is relatively weak, and structures will collapse under seismic or wind loads.
钢框架结构水平刚度相对比较弱，在地震或风荷载的作用下结构将出现破坏。
2
Two models of linear and non-linear simulation technique are adopted to consider the horizontalstiffness of pile foundation.
对桩基础的水平向刚度模拟采用了等效线性及非线性两种模式。
3
After considering the conjunct effect of the rubber padding and the bolt, the horizontalstiffness of the support and the displacements that are allowed were solved.