Formulation of Structural Reliability

James T. P. Yao, H. Yeh
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引用次数: 11

Abstract

The reliability of a parallel and redundant structural system was formulated with the use of a modified transition probability, and the formulation was then extended to include statically indeterminate structures. This approach is believed to aid in the counting of failure paths and thus facilitate computer solutions. To substantiate this claim, a computer program for the solution of a special type of structure is also given.
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结构可靠度公式
利用改进的过渡概率,建立了并联冗余结构体系的可靠度公式,并将该公式推广到包括超静定结构。这种方法被认为有助于计算故障路径,从而促进计算机解决方案。为了证实这一说法,还给出了一种特殊类型结构解的计算机程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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