Estimation of failure probabilities for intersections of non-linear limit states

被引:21
作者
Melchers, RE [1 ]
Ahammed, M [1 ]
机构
[1] Univ Newcastle, Dept Civil Surveying & Environm Engn, Newcastle, NSW 2308, Australia
基金
澳大利亚研究理事会;
关键词
probability; intersections; linearization; successive approximation; structural reliability;
D O I
10.1016/S0167-4730(01)00008-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper is concerned with estimating the failure probability associated with the intersection of two or more non-linear limit state functions, Previous work has relied on the use of general non-linear minimization routines to establish the intersection point of the limit states and then to use tangents to bound the region for estimating the failure probability. The present paper outlines two approaches based on successive approximation both to find the intersection point and to estimate the intersection probability. It is shown that: the results for selected examples converge to the probabilities estimated using Monte Carlo analysis. Comments about extending the results to using second order or asymptotic probability estimates close the paper. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:123 / 135
页数:13
相关论文
共 9 条
  • [1] ABDO T, 1990, P 3 WG 7 5 IFIP C, P1
  • [2] OPTIMIZATION ALGORITHMS FOR CALCULATION OF THE JOINT DESIGN POINT IN PARALLEL SYSTEMS
    ENEVOLDSEN, I
    SORENSEN, JD
    [J]. STRUCTURAL OPTIMIZATION, 1992, 4 (02): : 121 - 127
  • [3] 1ST-ORDER CONCEPTS IN SYSTEM RELIABILITY
    HOHENBICHLER, M
    RACKWITZ, R
    [J]. STRUCTURAL SAFETY, 1983, 1 (03) : 177 - 188
  • [4] MELCHERS RE, 1987, STRUCTURAL RELAIBILI
  • [5] MELCHERS RE, 1984, 71984 MON U DEP CIV
  • [6] POWELL MJD, 1982, 1982NA4 DAMTP U CAMB
  • [7] Schittkowski K., 1986, Annals of Operations Research, V5, P485, DOI 10.1007/BF02739235
  • [8] SORENSEN JD, 1989, P 14 IFIP TC 7 C SYS
  • [9] TANG LK, 1987, STRUCT SAF, V4, P81