偏心支撑框架体系性能研究

The Analysis of Eccentrically Braced Steel Frames

本文首先对两类偏心支撑框架的耗能性能进行研究,接着采用有限元程序单独对耗能段的耗能性能进行分析。最后,本文对偏心支撑框架的设计提出建议和对策。

This paper analyzes the energy dissipation capacity of two eccentrically braced steel frames(EBF).Then the energy dissipation capacity of links is studied with the program of FEM.As a result,the paper pts forward the proposal for designing eccentrically braced steel frames.