contributor author | George L. Ang | |
contributor author | Alfredo H.‐S. Ang | |
contributor author | Wilson H. Tang | |
date accessioned | 2017-05-08T22:36:40Z | |
date available | 2017-05-08T22:36:40Z | |
date copyright | June 1992 | |
date issued | 1992 | |
identifier other | %28asce%290733-9399%281992%29118%3A6%281146%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83713 | |
description abstract | Importance‐sampling technique has been used in recent years in conjunction with Monte Carlo simulation method to evaluate the reliability of structural systems. Since the efficiency of the importance‐sampling method depends primarily on the choice of the importance‐sampling density, the use of the kernel method to estimate the optimal importance‐sampling density is proposed. This method deviates from the current practice of prescribing the importance‐sampling density from a given parametric family of density functions. Instead, the data obtained from an initial Monte Carlo run are utilized to determine the required importance‐sampling density. The kernel method yields unbiased estimates of the probability of failure. Two measures are developed to quantify the efficiency of the kernel method relative to the basic Monte Carlo method. The first measure, called the | |
publisher | American Society of Civil Engineers | |
title | Optimal Importance‐Sampling Density Estimator | |
type | Journal Paper | |
journal volume | 118 | |
journal issue | 6 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1992)118:6(1146) | |
tree | Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006 | |
contenttype | Fulltext | |