高烈度区某钢筋混凝土主厂房优化设计浅析  

Structural Optimization of a Thermal Power Plant in Highly Seismic Region

作　　者：宁世龙[1] 李亮[1] 贾军刚[1] 

机构地区：[1]山西省电力勘测设计院

出　　处：《中国勘察设计》2012年第1期47-51,共5页China Engineering Consulting

摘　　要：针对8度Ⅲ类场地土钢筋混凝土主厂房设计时面临的抗震问题,通过增加横向钢支撑等优化措施,提高结构抗震性能,并进行静力弹塑性分析验证,各项指标均满足规范要求,证明了混凝土结构的可行性,可供类似工程参考。There are many seismic problems in the concrete thermal power plant design in seismic region of M8, site Ⅲ. Many optimal measures are taken place, such as adding transverse steel brace, to improve the force route so as to improve the structure seismic performance,and finally pushover analysis is used to verify the feasible of the concrete structure. Those measures can also offer some references to similar thermal power plant design.

关 键 词：高烈度区 优化设计 静力弹塑性分析 

分 类 号：TU375[建筑科学—结构工程]