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contributor authorZ. W. Chen
contributor authorY. L. Xu
contributor authorX. M. Wang
date accessioned2017-05-08T21:59:35Z
date available2017-05-08T21:59:35Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29st%2E1943-541x%2E0000504.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68370
description abstractLong-span suspension bridges carrying both highway and railway have been built in wind-prone regions. The estimation of fatigue damage of such bridges under the long-term combined action of railway, highway, and wind loading represents a challenging task in consideration of randomness in multiple types of loading. This study presents a framework for fatigue reliability analysis of multiloading long-span suspension bridges equipped with structural health monitoring systems (SHMS), and the Tsing Ma suspension bridge in Hong Kong is taken as a case study. A limit-state function in the daily sum of
publisherAmerican Society of Civil Engineers
titleSHMS-Based Fatigue Reliability Analysis of Multiloading Suspension Bridges
typeJournal Paper
journal volume138
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000460
treeJournal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 003
contenttypeFulltext


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