摘要
在假定单一框架柱破坏后退出工作体系的基础上,对残余框架结构体系从传载途径、承载机制两方面进行了抗倒塌的理论分析,提出了钢筋混凝土框架结构体系的抗倒塌需求措施。
On base of supposing recede the work system after the single frame pile damaged, it gets the theory analysis on the anti-collapse from transfer ways, bearing to residual frame structure system, and puts forward the requests steps of anti-collapse of steed concrete frame structure system.
出处
《山西建筑》
2008年第8期98-99,共2页
Shanxi Architecture
关键词
结构体系
承载
能力
框架柱
荷载
structure system, bearing, frame pile, load
