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contributor authorY. Q. Ni
contributor authorX. W. Ye
contributor authorJ. M. Ko
date accessioned2017-05-08T21:59:11Z
date available2017-05-08T21:59:11Z
date copyrightDecember 2010
date issued2010
identifier other%28asce%29st%2E1943-541x%2E0000290.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68143
description abstractA fatigue reliability model which integrates the probability distribution of hot spot stress range with a continuous probabilistic formulation of Miner’s damage cumulative rule is developed for fatigue life and reliability evaluation of steel bridges with long-term monitoring data. By considering both the nominal stress obtained by measurements and the corresponding stress concentration factor (SCF) as random variables, a probabilistic model of the hot spot stress is formulated with the use of the
publisherAmerican Society of Civil Engineers
titleMonitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application
typeJournal Paper
journal volume136
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000250
treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
contenttypeFulltext


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