摘要
主要介绍了屈曲支撑的概念及在设计中的一些方式方法,并通过具体工程实例分析了增加屈曲支撑后结构的抗震性能,结果表明:结构层间位移角满足规范要求,结构变形得到了有效控制。
The paper mainly introduces the concept of the buckling-restrained brace and some ways and approaches in the design, analyzes the structural anti-seismic performance with the addition of the buckling-restrained brace by combining with one engineering case, and proves by the result that the interlayer displacement angle meets the demands of regulations and the structural deformation is controlled effectively.
出处
《山西建筑》
2013年第30期49-50,共2页
Shanxi Architecture
关键词
屈曲约束支撑
设计方法
抗震性能
buckling-restrained brace, design method, anti-seismic performance