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contributor authorWilliam G. Byers
contributor authorMark J. Marley
contributor authorJamshid Mohammadi
contributor authorRichard J. Nielsen
contributor authorShahram Sarkani
date accessioned2017-05-08T20:56:38Z
date available2017-05-08T20:56:38Z
date copyrightMarch 1997
date issued1997
identifier other%28asce%290733-9445%281997%29123%3A3%28277%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32678
description abstractThe problem of assessing the damage to and remaining life of structures subjected to fatigue is explored, with particular emphasis on railroad bridges, highway bridges, and offshore structures. In railroad structures, the fatigue reliability estimates are typically calculated based on fatigue life predictions. The resulting predictions are used for budgeting purposes rather than for scheduling repairs. Examples are given of economic decision based on fatigue life calculations. Fatigue reliability estimates for highway bridges are also typically based on fatigue life calculations. Target reliability values have been suggested and are used in both the design of new bridges and the evaluation of existing bridges. Given the economics of offshore structures, it is feasible to develop more elaborate fracture mechanics models. These models have the advantage of explicitly allowing updated estimates of fatigue reliability based on inspection results. The economics of inspection of offshore structures also dictates that inspection scheduling be based on fatigue realiability estimates.
publisherAmerican Society of Civil Engineers
titleFatigue Reliability Reassessment Applications: State-of-the-Art Paper
typeJournal Paper
journal volume123
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1997)123:3(277)
treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
contenttypeFulltext


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