摘要
通过分析高层剪力墙结构中连梁的特性、工作机理和破坏机制,并结合规范对连梁的设计构造和超筋问题提出几点要求和措施,以期指导实践。
Through analyzing the characteristics,working mechanism and deconstructive mechanism of high-rise shearing wall structure,the paper puts forward some demands and measures of continuous beam design structure and extra reinforcement by combining with norms,with a view to guide practice.
出处
《山西建筑》
2012年第12期41-42,共2页
Shanxi Architecture
关键词
连梁
脆性破坏
延性破坏
continuous beam
brittle failure
ductile failure
