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环境因素下劣化混凝土桥梁的体系时变失效概率计算
引用本文:刘扬.环境因素下劣化混凝土桥梁的体系时变失效概率计算[J].长沙理工大学学报(自然科学版),2007,4(2):27-31.
作者姓名:刘扬
作者单位:长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076;中南大学,土木建筑学院,湖南,长沙,410008
基金项目:国家自然科学基金 , 交通部西部交通建设科技项目
摘    要:将桥梁视为由各主要构件组成的一个体系,考虑一般大气环境下劣化混凝土桥梁抗力退化性及其荷载的时变性,采用自适应重要抽样法计算劣化桥梁的体系时变失效概率.同时,对变量进行了参数敏感性分析.研究结果对科学、经济地制定桥梁维修计划和方案具有重要意义.

关 键 词:劣化桥梁  体系  时变失效概率  参数敏感性
文章编号:1672-9331(2007)02-0027-05
修稿时间:2007-03-08

Time-variant system failure probability analysis of environment-degraded concrete bridge
LIU Yang.Time-variant system failure probability analysis of environment-degraded concrete bridge[J].Journal of Changsha University of Science and Technology:Natural Science,2007,4(2):27-31.
Authors:LIU Yang
Institution:1. College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076, China ; 2. College of Civil Engineering, Central South University, Changsha 410008, China
Abstract:A bridge can be treated as a system consisted of several main components. In this paper, the time-variant failure probability of the degraded bridge subjected to time-dependent resistance and load is investigated. The adaptive important sampling method is used to evaluate the system time-variant failure probability. Additionally, the effect of several parameters on the system failure probability is studied.
Keywords:degraded bridge  system  time-variant failure probability
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