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contributor authorY. Hu
contributor authorB. Chen
date accessioned2017-05-08T23:48:05Z
date available2017-05-08T23:48:05Z
date copyrightMay, 1995
date issued1995
identifier issn0892-7219
identifier otherJMOEEX-28099#105_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115803
description abstractA method to evaluate the probability of failure of a failure path leading to fatigue collapse of an offshore structure is presented. The failure path is modeled by a number of failure elements, which represent the fatigue-sensitive joints in the structure, connecting in parallel and failing in sequence. The probability of failure of the parallel system is calculated by using first-order second-moment method. The formulation is further improved by considering the probability of occurrence of a specified sequence in which the failure elements fail. The method can be employed both in searching for important failure paths and in evaluating the probability of failure of the whole structure in systems fatigue reliability analysis of offshore structures.
publisherThe American Society of Mechanical Engineers (ASME)
titleA First-Order Second-Moment Approach to Systems Fatigue Reliability of Offshore Structures
typeJournal Paper
journal volume117
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2827060
journal fristpage105
journal lastpage112
identifier eissn1528-896X
keywordsFatigue
keywordsReliability
keywordsOffshore structures
keywordsFailure
keywordsProbability
keywordsEvent history analysis AND Collapse
treeJournal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002
contenttypeFulltext


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