用Dij表示框架结构第i层第j柱的侧向刚度(lateral stiffness),它是框架柱两端产生 置,上层与下层梁线刚度比,上下层层高变化以及作用于框架上的荷载形式等 因此,
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This paper provides the referential values of the ratios of equivalent lateral stiffness and story-drift in the regions of seismic intensity 7.
本文提供了在七度抗震设防区，转换板上、下结构等效侧向刚度比、层间位移角比两参数选取的参考值。
参考来源 - 带板式转换高层建筑混凝土结构抗震性能研究④Lateral rigidity of inclined column-shaped transfer-stories is large, making it difficult to engender structure weakness stories.
④斜柱式转换结构侧向刚度较大,不易使转换层形成结构薄弱层。
参考来源 - 框支短肢剪力墙中斜柱式和梁式转换结构的受力性能与弹塑性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
提出采用有害位移角来控制带转换层高层建筑结构的侧向刚度。
This paper introduces a harmful drift Angle to control the lateral stiffness of high-rise structures with transfer storey.
填充砌体可明显提高空RC框格结构的侧向刚度与极限承载能力。
The infilled masonry can significantly improve the initial stiffness and load-resisting capacity of bare RC frames.
当轴向刚度与侧向刚度的比值很大，基础水平荷载主要由桩轴向力承担；
When the ratio of axial stiffness and lateral stiffness is small, most of the horizontal load was borne by the lateral force of piles.
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