摘要
参考美国抗震规范AISC 341—05和GB 50010—2010建筑抗震设计规范,对偏心支撑框架的设计方法进行探讨,重点介绍了消能梁段、加劲肋的布置、柱、支撑以及消能梁段以外梁段的设计,预期可增强设计人员对该种结构体系设计方法的了解,为同类结构体系的设计提供参考。
The practical design method of EBFs is discussed with reference to the AISC 341—05 and GB 50010—2010 Code for Seismic Design of Buildings. This design method is focused on the design of links,stiffeners distribution type,columns,braces and beams outside of the links. It is expected to provide the theoretical bases and practical design method for the designers. It can also provide design reference for structural system with the same kind.
出处
《山西建筑》
2015年第35期38-39,共2页
Shanxi Architecture
关键词
偏心支撑框架
消能梁段
加劲肋
耗能能力
Eccentrically Braced Frames（ EBFs）
links
stiffeners
energy dissipation capacity
