摘要
针对在一般填充墙框架的抗震设计中忽略填充墙的抗侧刚度对实际结构的影响进行了探讨,定性推导出了一般规律,并且同时考虑了填充墙的影响,得出了比较客观的结论.
The paper discusses the infilled walls rigidity to the real effect of the structure, which is often neglected in the quakeproof design of the infilled walls frame, and a general rule and an objective conclusion have been deduced through qualitative analysis while considering the effect of infilled walls.
出处
《湖南城市学院学报》
2003年第6期14-16,共3页
Journal of Hunan City Univeristy
关键词
填充墙
抗侧刚度
抗震设计
安全性能
地震荷载
infilled walls frame
response spectrum
rigidity of resistance to lateral