摘要
对6度区带低层边框架高层房屋的抗震结构体系进行了讨论,从结构受力及变形的本质出发,对此类结构做了仔细的分析,得出了很好的结论。本文的关键是提出了一种探讨结构抗震体系的方法。
A thorough discussion about the aseismic structure system of a high-rise building with low -story frame has been carried out . From the origin of how a high-rise structure is loaded and deforms, a good conclusion has been drawn by detailed analysis. The essential thing of this article is that a fundamental way of such analysis is given.
出处
《工程建设与设计》
2004年第9期5-6,共2页
Construction & Design for Engineering
关键词
高层建筑
抗震体系
剪力墙体系
框架一剪力墙
high-rise building
aseismic structure system
shear wall
frame-shearwall
