1) storey deflection
楼层侧移
1.
Ac- cording to the behaviors of connections,the responses of Steel-RC mixed structure have been done in this pa- per,such as its storey deflections,natural period,seismic responses,and so on.
根据实际混合结构工程中半刚性连接节点的力学性能,分析比较了不同连接形式下混合结构的楼层侧移、结构基本自振周期和结构在地震荷载作用下的地震反应特性,并与刚性连接时的结构反应进行了比较。
2) lateral displacement stiffness of storey
楼层侧移刚度
4) story lateral stiffness ratio
楼层侧向刚度比
1.
Based on finite element analysis of high-rise buildings whose transfer stories are set at the first story and act as open floor,this paper discusses three types lateral stiffness control parameters of transfer story: story lateral stiffness ratio,equivalent shear stiffness ratio and equivalent lateral stiffness ratio.
通过一系列在首层架空层设置转换层的高层建筑的有限元分析,对楼层侧向刚度比、等效剪切刚度比和等效侧向刚度比三种转换层结构侧向刚度控制参数进行了探讨。
5) story lateral stiffness
层间抗侧移刚度
1.
For the steel frame structures, a study is carried out on the relationship between the lateral limit load capacity and the story lateral stiffness considering the vertical load s effect on the column s limit moment, P-Δ effect and yielding strength of steel.
针对钢框架结构,本文研究了层间抗侧移刚度和层水平承载力之间的关系,经过统计分析,得到了钢框架结构考虑竖向荷载对柱子极限弯矩的影响、P-Δ效应以及钢材屈服强度的影响,利用层间抗侧移刚度估计层水平承载力的统计公式。
6) ratios of lateral stiffness
层间侧移刚度比
补充资料：侧侧
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