摘要
结合底部框架—抗震墙房屋的设计难点,在深刻理解《抗震规范》有关条文的基础上重点对底部框架—抗震墙房屋中剪力墙的布置进行了探讨,从而更好的设计出抗震性能良好的底部框架—抗震墙房屋。
Combining with the design difficulties of bottom frame-seismic wall buildings, on the basis of deep understanding the related items in the Seismic Code, the thesis mainly discussed the layout of shear wall in bottom frame-seismic wall buildings, so as to design bottom frameseismic wall buildings with better seismic performance.
出处
《山西建筑》
2010年第23期85-86,共2页
Shanxi Architecture
关键词
抗震墙
侧向刚度
剪力墙
刚度比
seismic wall, inclination rigidity, shear wall, rigidity ratio