In order to study the resistant seismic behavior and characteristic of link , nonlinear finite element analysis for V-TYPE eccentrically braced frame was performed in this paper.

• 为了更好地了解V型偏心支撑框架抗侧力性能和耗能梁段的受力特性，本文针对V型偏心支撑钢框架进行非线性有限元分析。