隔层错跨剪力墙结构体系的抗震设计探讨
- 摘 要
-
刘建新
(烟台大学 264005)[提要] 隔层错跨剪力墙结构能为建筑设计提供大空间,而且自重小,具有优异的抵抗水平荷载的能力,但纵向刚度较薄弱。本文对其工作机理作了分析,并研究了其抗震尤其是纵向抗震设计及构造措施。
[关键词] 隔层错跨剪力墙 抗侧刚度 抗震设计Based on the experimental research and aseismic analysis, the staggered shear wall structure is presented, which not only provides big space for architecturers but also has lighter dead weight and high capacity of resistance to horizontal force. The working mechanism of the structure is studied.
Keywords: staggered shear wall; lateral rigidity; aseismic design