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RELSYS: A computer program for structural system reliability
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  • RELSYS: A computer program for structural system reliability
  • RELSYS: A computer program for structural system reliability
저자명
Estes. Allen C.,Frangopol. Dan M.
간행물명
Structural engineering and mechanics : An international journal
권/호정보
1998년|6권 8호|pp.901-919 (19 pages)
발행정보
테크노프레스
파일정보
정기간행물|ENG|
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기타
이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

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.