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.
出处
《中国勘察设计》
2012年第1期47-51,共5页
China Engineering Consulting
关键词
高烈度区
优化设计
静力弹塑性分析
high seismic region
optimization design
pushover analysis
