轴压比对Y型偏心支撑RC框架抗震性能的影响

The effect of axial compression ratio on seismic property of Y-type eccentrically braced RC frames

针对Y型支撑加固多高层混凝土框架工程中框架轴压比的不同,对不同轴压比的Y型偏心支撑砼框架的滞回性能进行了非线性有限元分析。结果表明,随着轴压比的增大,结构的承载力呈先上升后下降的趋势;轴压比的增大能提高结构初始刚度,同时使结构后期刚度下降加快。最后,对Y型支撑加固混凝土框架工程中关于轴压比提出设计建议。

As to the different axis pressures of column in high-level RC frames retrofitted with Y-steel bracings, this paper presents the nonlinear finite element analysis on the hysteresis behavior of the Y-eccentrically braced RC frames under the different axial compression ratio. The analysis indicates that the bearing capacity of the structure tends to fall after rising along with the increase of the axial compressive ratio; the increase of the axial compressive ratio can improve the initial stiffness of structures but also make the later stiffness drop speed up. Finally, this paper suggests the axial compression ratio in the design of the Y-eccentrically braced RC frames.