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contributor authorVenkatesh Ravirala
contributor authorDimitri A. Grivas
date accessioned2017-05-08T21:21:00Z
date available2017-05-08T21:21:00Z
date copyrightSeptember 1995
date issued1995
identifier other%28asce%291076-0342%281995%291%3A3%28151%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/47995
description abstractA state increment method of life-cycle cost analysis (SILCCA) is presented for project-level evaluation of highway infrastructure maintenance options. The method involves: (1) Characterization of facility's physical and functional characteristics into discrete states; (2) specification of treatment alternatives for each state; (3) prediction of facility life-cycle performance as a series of state transitions; and (4) application of dynamic programming for life-cycle cost analysis. Four important advantages of SILCCA are: (1) A systematic procedure is used to identify treatment alternatives based on assessed condition; (2) engineering expertise is used to capture the effect of treatments on pavement condition and in turn improve the accuracy of prediction; (3) analytical and computational efficiency over traditional, Markov, and semi-Markov methods; and (4) a convenient framework for integration with network-level optimization methods. Based on the findings of a case study, it is concluded that SILCCA is systematic, accurate, and efficient.
publisherAmerican Society of Civil Engineers
titleState Increment Method of Life-Cycle Cost Analysis for Highway Management
typeJournal Paper
journal volume1
journal issue3
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(1995)1:3(151)
treeJournal of Infrastructure Systems:;1995:;Volume ( 001 ):;issue: 003
contenttypeFulltext


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