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contributor authorNader M. Okasha
contributor authorDan M. Frangopol
contributor authorFred B. Fletcher
contributor authorAlex D. Wilson
date accessioned2017-05-08T21:35:06Z
date available2017-05-08T21:35:06Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29be%2E1943-5592%2E0000221.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56757
description abstractThis technical note presents the computations, results, and conclusions of an analytical investigation for comparing the life-cycle cost (LCC) of a steel bridge component made of a new maintenance-free steel and the LCC of the same steel bridge component made of conventional painted carbon steel with maintenance (repainting). An approach for the LCC analysis is presented both deterministically, where different painting scenarios are considered, and probabilistically, where the uncertainties in the input variables are properly considered. Under reasonable cost assumptions, it is demonstrated that the new steel, although initially more expensive, is indeed cost-effective after approximately 15 years. The LCC-effectiveness of the new steel increases over the service life of the bridge component.
publisherAmerican Society of Civil Engineers
titleLife-Cycle Cost Analyses of a New Steel for Bridges
typeJournal Paper
journal volume17
journal issue1
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000219
treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
contenttypeFulltext


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