摘要
以8度区某多层框架为例,从周期振型、位移比、配筋结果对比了斜撑应用前后结构抗震性能和工程造价,总结出一些斜撑应用的经验,对建筑工程的可持续发展有深远的意义。
Taking a 8 degrees multi-layer frame as an example, from periodic vibration, displacement ratio, reinforcement results compared the structural seismic performance and engineering cost before and after diagonal bracing application, summarized some diagonal bracing application experience, had far-reaching significance for building engineering sustainable development.
出处
《山西建筑》
2015年第20期58-60,共3页
Shanxi Architecture
关键词
混凝土斜撑
抗震性能
多层框架
concrete diagonal bracing, seismic performance, multi-layer frame
