偏心支撑框架耗能梁段的长度对偏心支撑框架的侧向刚度、延性和耗能能力有很大影响。
Eccentrically braced frames (EBFs) combines the strength and stiffness of concentrically braced frames (CBFs) with the inelastic behavior and energy dissip.
但国内外对偏心支撑钢框架的研究主要是集中在单根耗能梁段，而对于框架整体的研究很少。
The domestic and foreign study on the Eccentrically Braced Frames mainly focused on a single link, but seldom regarded the over-all behavior of the frame.
应用推荐