STATISTICAL APPROACHES FOR THE RELIABILITY OF STRUCTURAL DESIGNS

被引：1

作者：

JONES, KF

TAYLOR, NW

FOSAM, EB

机构：

[1] SHEFFIELD HALLAM UNIV, SCH COMP & MANAGEMENT SCI, SHEFFIELD, S YORKSHIRE, ENGLAND

[2] SHEFFIELD HALLAM UNIV, SCH CONSTRUCT, SHEFFIELD, S YORKSHIRE, ENGLAND

来源：

JOURNAL OF APPLIED STATISTICS | 1995年 / 22卷 / 04期

关键词：

D O I：

10.1080/757584781

中图分类号：

O21 [概率论与数理统计]; C8 [统计学];

学科分类号：

020208 ; 070103 ; 0714 ;

摘要：

The Construction Industry Research and Information Association (CIRIA) has produced some guidelines for the assessment of the reliability of components and/or structures. The methods of analysis suggested by these guidelines are far from adequate and, in certain cases, contain some imperfections. In this paper, some of the weaknesses of the guidelines are identified. The shortcomings are mainly in the ease of calculations and the feasibility of the assumptions which are imposed. Three alternative methods aimed at tackling some of the weaknesses are introduced. A simulation study is used to compare these methods.

引用

页码：443 / 458

页数：16

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