连梁刚度对框支剪力墙结构抗震性能的影响

Effects of spandrel beam stiffness on the seismic performance of frame-supported shear wall structures

连梁刚度对框支剪力墙结构地震响应有显著影响,本文基于典型框支剪力墙结构算例,通过两种不同分析程序的对比分析,研究了结构中不同连梁刚度对结构地震响应的影响,并讨论了两种分析程序的差异,得出了一些有意义的结论,供设计时参考。

Spandrel beam stiffness has significant effect on the seismic response of frame-supported shear wall structures.Based on the typical frame shear wall structure,the effects of spandrel beam stiffness on the seismic performance of structures have been studied through the two different analysis procedures,and discussing the differences between the different analysis procedures. Some useful conclusions are obtained for the design of frame-supported shear wall structures.