关于某高层建筑抗震体系的讨论  

Discussion about the aseismic structure system of a High-rise building

作　　者：葛鹏[1] 

机构地区：[1]同济大学,上海200092

出　　处：《工程建设与设计》2004年第9期5-6,共2页Construction & Design for Engineering

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.

关 键 词：高层建筑 抗震体系 剪力墙体系 框架一剪力墙 

分 类 号：TU937.31[建筑科学—结构工程]