摘要
现行规范未对研发厂房的楼面均布活荷载及可变荷载地震组合值系数的取值作出明确规定。结合工程实例,通过计算分析及相关资料的整理,对此类厂房的楼面均布活荷载及可变荷载地震组合值系数ΨEc的取值提出一些建议,为类似工程设计提供参考。
There is no explicit stipulation about the value of seismic coefficient for combination value of floor uniform live load and variable load of research and development building in the current standard.According to the engineering cases,calculation analysis and relative data,the article puts forward some proposals for the value of floor uniform live load and variable load ΨEc of this research and development building,which can be referred for the design of similar projects.
出处
《城市道桥与防洪》
2014年第5期257-260,263,共5页
Urban Roads Bridges & Flood Control
关键词
研发厂房
楼面均布活荷载
可变荷载地震组合值系数
地震作用
research and development building,floor uniform live load,variable load seismic coefficient for combination value ΨEc,seismic action
