摘要
基于相关性分析 ,本文建立了在役钢筋混凝土框架结构体系可靠度简化计算方法。并通过算例给出了该方法的应用 ,与现行可靠性鉴定的结果做了对比分析。
Based on interrelating analysis, the paper proposes a simplified calculation of system reliability of existing RC frame structure and gives some examples to explain the applications of the calculation way. Analysis has been made on comparison between results from the calculation and the currently used reliability examination.
出处
《基建优化》
2000年第4期1-3,8,共4页
Optimization of Capital Construction
基金
国家自然科学基金! ( 598780 0 6)
河南省科技攻关项目! ( 981 1 50 30 5)
关键词
在役结构
钢筋混凝土框架
体系可靠度
Existing Structure, Frame Streucture, System Reliability, Reinforce Concrete
