VARIANCE REDUCTION BY TRUNCATED MULTIMODAL IMPORTANCE SAMPLING

被引:19
作者
FU, GK
机构
[1] Engineering Research and Development Bureau, New York State Department of Transportation, Albany, NY 12232
关键词
STRUCTURAL SYSTEM RELIABILITY; SERIES AND PARALLEL SYSTEMS; IMPORTANCE SAMPLING METHOD; TRUNCATED SIMULATION; VARIANCE REDUCTION; ERROR; CONFIDENCE LEVEL; VARIANCE;
D O I
10.1016/0167-4730(94)90033-7
中图分类号
TU [建筑科学];
学科分类号
0813 [建筑学];
摘要
This paper presents an importance sampling method for system reliability analyses of structures with failure domains defined by linear or appropriately linearized surfaces. Truncated multimodal simulation as a new technique is suggested. It provides an advantage of locating all samples in the failure domain and thus increasing computation efficiency. The variance of the estimator is evaluated by an analytically derived upper bound. It is compared with that of the conventional Monte Carlo method by a variance change factor for conservative estimation of the increase in accuracy and efficiency. The upper bound of variance can be used for a priori determination of the required sample size, given an acceptable maximum error associated with a confidence level. Various application examples of both series and parallel systems are included for illustration.
引用
收藏
页码:267 / 283
页数:17
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