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    Probabilistic Optimal-Cost Scheduling

    Source: Journal of Construction Engineering and Management:;2001:;Volume ( 127 ):;issue: 006
    Author:
    Leroy J. Isidore
    ,
    W. Edward Back
    DOI: 10.1061/(ASCE)0733-9364(2001)127:6(431)
    Publisher: American Society of Civil Engineers
    Abstract: During 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.
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      Probabilistic Optimal-Cost Scheduling

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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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