摘要
针对底框结构设计,探讨了底框结构的抗震体系要求、底框抗震墙的设置、过渡层构造及上下层刚度比控制等问题,指出建立正确的结构模型,进行准确受力分析是底框结构设计的关键,以积累底部框架—抗震墙房屋的设计经验。
Aiming at the design of the bottom structure,the paper explores some problems,including the seismic system requirement of the bottom structure,the layout of shear wall of the bottom structure,the transition layer and the control over the stiffness ratio of up and down layers,points out that it is the key of the bottom structure design to establish correct structure module and have accurate stress analysis,so as to accumulate the design experience for the bottom frame-shear wall room.
出处
《山西建筑》
2009年第33期66-68,共3页
Shanxi Architecture
关键词
底框结构
抗震墙
托墙梁
过渡层
刚度比
bottom structure
shear wall
breast beam
transition layer
stiffness ratio