Natural frequencies,inter-story drifts and stresses in main lateral resistant members under different earthquake levels were investigated by finite element analysis. Refined finite element analysis was further made to get the stress distribution on service core at transfer floors.
分析得到了结构的动力特性、各级地震荷载作用下的位移反应和主要抗侧力构件的应力反应；进一步对转换层进行了精细有限元分析,较准确地查明了转换楼层处核心筒壁混凝土的开裂和压碎情况。
参考来源 - 复杂超高层结构抗震性能的有限元计算分析The lateral load resistance system in light wood frame houses consists of diaphragms and shear walls.
轻型木结构的抗侧力体系主要由楼盖和剪力墙组成。
参考来源 - 轻型木结构剪力墙抗侧力性能试验研究与有限元分析·2,447,543篇论文数据，部分数据来源于NoteExpress
首次提出了一种新型的空腔复合填充墙钢框架抗侧力体系。
Steel frame with cavity sandwich wall infill is a new style lateral resistant system of steel structure.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。
As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
轻钢骨混凝土剪力墙作为一种抗侧力体系，其抗剪强度是其主要的性能参数。
Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.
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