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contributor authorLeroy J. Isidore
contributor authorW. Edward Back
date accessioned2017-05-08T20:33:44Z
date available2017-05-08T20:33:44Z
date copyrightDecember 2001
date issued2001
identifier other%28asce%290733-9364%282001%29127%3A6%28431%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19609
description abstractDuring the planning and execution of construction projects, it often becomes necessary to shorten the duration of the project. A widely used technique for reducing the duration of a project is commonly referred to as least-cost scheduling. This procedure is based on deterministically arriving at the shortest project duration for the minimum cost possible. There is, however, one major problem with the typical application of this technique. It does not address the variability inherent in the duration and cost of the project activities. Thus, the resulting compressed schedule value cannot be applied with any stated level of statistical confidence. This paper presents a new procedure that addresses some of the major shortcomings of least-cost scheduling. It does so by accounting for the variability inherent in the duration and cost of the scheduled activities by simultaneously applying range estimating and probabilistic scheduling to the historical data. The resulting data set is then analyzed to provide a compressed schedule duration and cost estimate that have a higher overall confidence of being achieved.
publisherAmerican Society of Civil Engineers
titleProbabilistic Optimal-Cost Scheduling
typeJournal Paper
journal volume127
journal issue6
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(2001)127:6(431)
treeJournal of Construction Engineering and Management:;2001:;Volume ( 127 ):;issue: 006
contenttypeFulltext


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