摘要
对于开大洞的楼板在地震作用下的平面内受力分析,本文利用双结构理论如SAP、SATWE及TAT等软件进行 了计算研究,并通过实例提出了两种在结构设计中可行的方法。
In the paper, the stress state of a floor with a large hole under seismic ground motion is examined by the theory of dual seismic structure and the programs such as SuperSAP.SATWE and TAT, and two workable design procedures for everyday practice are proposed in an example.
出处
《建筑技术开发》
2000年第2期14-16,共3页
Building Technology Development
关键词
双结构
有限元
侧向刚度
Dual seismic sturcture
Finite element
Lateral siffness