型偏心支撑钢框架具有很好的抗震耗能能力。
The Y-eccentrically braced steel frame has excellent seismic-resistance and energy-dissipation.
应用BSNFEM非线性有限元程序对偏心支撑钢框架进行了循环加载分析。
This paper applies nonlinear finite element program BSNFEM to analyze the behaviors of eccentrically braced steel frames under cyclic load.
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.
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