Reliability theory and applications to risk analysis of power components and systems

被引：14

作者：

Foschi, RO ^{[1
]}

机构：

[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada

来源：

INTERNATIONAL JOURNAL OF ELECTRICAL POWER & ENERGY SYSTEMS | 2004年 / 26卷 / 04期

关键词：

design; performance; probability; reliability; safety;

D O I：

10.1016/j.ijepes.2003.10.004

中图分类号：

TM [电工技术]; TN [电子技术、通信技术];

学科分类号：

0808 ; 0809 ;

摘要：

The performance of engineering systems is not deterministic but rather controlled by the uncertainties in the variables affecting that performance. The evaluation of the probability of non-performance can be carried out implementing methods of reliability theory. This work presents a brief discussion of these methods and their applications to four problems relevant to risk analysis of power components and systems: transmission towers, pole distribution lines, the calibration of factored equations for performance-based design, and the reliability updating of existing structures under change of service conditions. (C) 2003 Elsevier Ltd. All rights reserved.

引用

页码：249 / 256

页数：8

共 20 条

[1]

ANG AH, 1984, PROBABILITY CONCEPTS, V1

[2]

Ang AS., 1984, Probability Concepts in Engineering Planning and Design, Vol. II. Decision, Risk

[3]

Augusti G., 1984, Probabilistic methods in structural engineering

[4]

*BPA, 2000, ADV TOW AN DES SYST

[5] A FAST AND EFFICIENT RESPONSE-SURFACE APPROACH FOR STRUCTURAL RELIABILITY PROBLEMS [J].

BUCHER, CG ;

BOURGUND, U .

STRUCTURAL SAFETY, 1990, 7 (01) :57-66

[6]

DERKIUREGHIAN A, 1986, ASCE, V112

[7]

DITLEVSEN O, 1981, J ENG MECH DIV-ASCE, V107, P1191

[8]

Ditlevsen O., 1996, Structural reliability methods

[9] RESPONSE-SURFACE APPROACH FOR RELIABILITY-ANALYSIS [J].

FARAVELLI, L .

JOURNAL OF ENGINEERING MECHANICS-ASCE, 1989, 115 (12) :2763-2781

[10] Reliability and performance-based design: a computational approach and applications [J].

Foschi, RO ;

Li, H ;

Zhang, J .

STRUCTURAL SAFETY, 2002, 24 (2-4) :205-218

← 1 2 →