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钢筋混凝土结构随机时变抗力及其可靠度分析
引用本文:韩光东,李创弟,等.钢筋混凝土结构随机时变抗力及其可靠度分析[J].广西工学院学报,2000,11(3):16-20.
作者姓名:韩光东  李创弟
作者单位:[1]武汉测绘科技大学城市建设学院,湖北武汉430079 [2]广西工学院建筑工程系,广西柳州545006
摘    要:本文基于随机时变钢筋混凝土结构的变化规律,以及相应的随机时变抗力模型及其计算方法,建立了随机时变钢筋混凝土结构的静力可靠度理论与计算方法。为了处理时变荷载与时变抗力的可靠度问题,提出了随机时变钢筋混凝土结构的时变超越率的计算法,以及随机时变界限法。

关 键 词:随机时变结构  静力可靠度  时变超越率  钢筋混凝土结构  随机时变抗力

An analysis of the random time-dependent resistance and its reliability of the reinforced concrete structure
HAN Guang dong\ ,WANG Chuan xi\ ,LI Chuang di\ ,GUAN Chang sheng\.An analysis of the random time-dependent resistance and its reliability of the reinforced concrete structure[J].Journal of Guangxi University of Technology,2000,11(3):16-20.
Authors:HAN Guang dong\  WANG Chuan xi\  LI Chuang di\  GUAN Chang sheng\
Affiliation:HAN Guang dong\ 1,WANG Chuan xi\ 1,LI Chuang di\ 2,GUAN Chang sheng\ 3
Abstract:Based on the law of the random time dependent reinforced concrete structure, and its relative random time dapendent resistance model and its computing method, the static reliability theory and its computing method of the random time dependent reinforced concrete structure was set up To deal with the reliability of time dependen load and resistance, we put forward a computing method of the time passage ratio and the random time dependent boundary method of the random time dependent reinforced concrete structure
Keywords:random time  dependent structure  static reliability  time  passage ratio  
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