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重力坝可靠度分析之 R-F 法
引用本文:陈健康.重力坝可靠度分析之 R-F 法[J].四川大学学报(工程科学版),1997(5).
作者姓名:陈健康
作者单位:四川联合大学水利工程系
摘    要:本文运用结构可靠性分析与设计原理,针对重力坝之特点及其主要的失效模式,采用R-F法建立了重力坝可靠度分析之数学模型,编制了其相应的电算程序,并举例分析论证了该方法的实用性及重力坝可靠度分析中各随机因子的影响效果。

关 键 词:重力坝  结构可靠度  失效模式  数学模型  随机因子

The Application of R-F Method to Reliability Analysis of Gravity Dam
Cheng Jiankang.The Application of R-F Method to Reliability Analysis of Gravity Dam[J].Journal of Sichuan University (Engineering Science Edition),1997(5).
Authors:Cheng Jiankang
Affiliation:Cheng Jiankang
Abstract:According to the characteristic and the main destructive model of the gravity dam, using the theroy of the structure reliability analysis and design, this paper presents a mathematical model for the reliability analysis of gravity dam by using the R-F method. The computer program for this method was developed. Finally, this paper reports on a gravity dam design as an example and discusses the practicality of the method and the effect of each random Variable on the reliability analysis of the gravity dam.
Keywords:gravity dam  structure reliability  destructive model  mathematical model  random variable  
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