摘要
本文根据概率理论和试验统计资料对水工钢筋砼受弯、轴心受拉、偏心受拉和偏心受压等构件的裂缝宽度控制极限状态进行可靠度分析，并对分项系数确定方法进行探讨，可供修订《水工砼结构设计规范》时参考。
Based on probability theory and experimental statistical data,this paper analyzes the reliability of hydraulic reinforced concrete members under flexcural loads,axial tension,eccentric tension and eccentric compression in crack width limit state,and researches on the method of determinning partial coefficient which could be used as a reference for revision of Design Specification for Hydraulic Concrete Structure.
出处
《华北水利水电学院学报》
1994年第1期1-9,共9页
North China Institute of Water Conservancy and Hydroelectric Power
基金
水工砼结构设计规范专题研究项目
关键词
裂缝宽度控制
分项系数
钢筋混凝土构件
可靠度
Serriceability limit state,Crack-width control,Reliability index,Partial coefficient
