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底部框架-抗震墙砌体房屋的过渡层抗震设计基本要求
Details for the transformation layer of Multi-story Masonry Buildings with R. C Frames on Ground Floors
【摘要】 过渡层受力比较复杂,担负着传递上部地震剪力和倾覆力矩的作用,且底层框架剪力墙结构和上部砌体结构刚柔性不同,地震中容易在此处形成薄弱层,为此本文对过渡层进行了受力分析并提出了一些抗震设计的基本要求,可以为结构设计人员提供参考。
【Abstract】 Transition layer stress is complex because it bears the upper earthquake shear force and overturning moment.The different softness between the bottom frame and the upper masonry structure forms weak layer here in the earthquake.In this paper,the transition layer is analyzed in stress and some basic requirements of seismic design is put forwarded.
【关键词】 过渡层;
抗震分析;
侧向刚度;
构造要求;
【Key words】 the Transformation Layer; Seismic Analysis; the Lateral Stiffness; Construction Requirements;
【Key words】 the Transformation Layer; Seismic Analysis; the Lateral Stiffness; Construction Requirements;
- 【文献出处】 四川建材 ,Sichuan Building Materials , 编辑部邮箱 ,2013年05期
- 【分类号】TU352.11
- 【下载频次】14