RELSYS: A computer program for structural system reliability

被引:83
作者
Estes, AC [1 ]
Frangopol, DM [1 ]
机构
[1] Univ Colorado, Dept Civil Environm & Architectural Engn, Boulder, CO 80309 USA
关键词
correlation; optimization; random variables; sensitivity; structural reliability; system reliability;
D O I
10.12989/sem.1998.6.8.901
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most reliability-based analyses focus on the reliability of the individual components of a structure, There are many advantages to examining the components in combination as an entire structural system. This paper illustrates an algorithm used in the computer program RELSYS (RELiability of SYStems) which computes the system reliability of any structure which can be modeled as a series-parallel combination of its components, A first-order method is used to initially compute the reliability of each individual component. The system reliability is computed by successively reducing the series and parallel systems until the system has been simplified to a single equivalent component. Equivalent alpha vectors are used to account for the correlation between failure modes during the system reduction process.
引用
收藏
页码:901 / 919
页数:19
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