APPROXIMATE ANALYSIS OF COMPLEX RELIABILITY PROBLEMS

被引：33

作者：

GRIGORIU, M

机构：

[1] Cornell Univ, Dep of Civil, Engineering, Ithaca, NY, USA, Cornell Univ, Dep of Civil Engineering, Ithaca, NY, USA

来源：

STRUCTURAL SAFETY | 1983年 / 1卷 / 04期

关键词：

MATHEMATICAL TECHNIQUES - Approximation Theory - STRUCTURAL DESIGN - Safety Factor;

D O I：

10.1016/0167-4730(82)90004-2

中图分类号：

TU [建筑科学];

学科分类号：

0813 [建筑学];

摘要：

Reliability is approximated for problems involving linear and nonlinear limit states and independent or dependent basic variables from estimators of the distribution of a scalar control variable that depends on the input random parameters and the safety condition. The estimators developed for the distribution of the control variable can be obtained from moments or simulated values of the basic variables. They have provided most satisfactory approximations for the distribution of sums of independent and correlated, non-Gaussian basic variables and the reliability of a portal frame.

引用

页码：277 / 288

页数：12

共 19 条

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[2]

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[4]

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[7]

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[8]

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[9]

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[10]

METHODS FOR APPROXIMATE RELIABILITY-ANALYSIS [J].

GRIGORIU, M .

STRUCTURAL SAFETY, 1982, 1 (02) :155-165

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