摘要
以某工程为例,对普通现浇钢筋混凝土抗震墙结构和短肢剪力墙—筒体(或一般剪力墙)结构设计方案进行了对比,论述了短肢剪力墙—筒体(或一般剪力墙)结构设计方案的优越性,并指出了短肢剪力墙—筒体结构设计时应注意的问题。
Taking a certain project as an example, this paper compares two design schemes of the common cast-in-situ reinforced concrete earthquake-proof-wall structure and the short-limb shear-wall-tube (or the common shear-wall) structure, expounds the advantages of the design scheme of the short-limb shear-wall-tube (or the common shear-wall) structure, and points out some problems needing attention in the design of the short-limb shear-wall-tube (or the common shear-wall) structure.
出处
《科技情报开发与经济》
2006年第6期277-278,共2页
Sci-Tech Information Development & Economy
关键词
短肢剪力墙
抗震设计
地震倾覆力矩
short-limb shear-wall
aseismic design
earthquake overturning moment