YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Construction Engineering and Management
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Construction Engineering and Management
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Improved Critical Path Method with Trapezoidal Fuzzy Activity Durations

    Source: Journal of Construction Engineering and Management:;2018:;Volume ( 144 ):;issue: 009
    Author:
    Hu Changming;Liu Dajiang
    DOI: 10.1061/(ASCE)CO.1943-7862.0001541
    Publisher: American Society of Civil Engineers
    Abstract: The critical path method is an essential tool for project planning, control, and scheduling. But when it is applied to analyze the critical path of project networks with fuzzy activity durations, two key issues need to be settled properly: sorting fuzzy numbers and avoiding the fuzzy subtraction operation to generate negative, infeasible solutions. In view of this, this study proposes an improved fuzzy critical path method. The primary contributions this research makes to the body of knowledge are as follows: an integrated vector similarity algorithm is used to resolve the sorting problem of fuzzy durations, while the improved standard algorithm for fuzzy subtraction is to circumvent the negative, infeasible solutions generated in fuzzy subtraction operation; moreover, this method analyzes and depicts the change of critical path under the fuzzy state of activity duration, which fills the knowledge gaps. The empirical analysis indicates that the inference and computation of this method are relatively objective and easy to implement, the effectiveness and practicability of which are further verified in practice.
    • Download: (470.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Improved Critical Path Method with Trapezoidal Fuzzy Activity Durations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4248589
    Collections
    • Journal of Construction Engineering and Management

    Show full item record

    contributor authorHu Changming;Liu Dajiang
    date accessioned2019-02-26T07:39:58Z
    date available2019-02-26T07:39:58Z
    date issued2018
    identifier other%28ASCE%29CO.1943-7862.0001541.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248589
    description abstractThe critical path method is an essential tool for project planning, control, and scheduling. But when it is applied to analyze the critical path of project networks with fuzzy activity durations, two key issues need to be settled properly: sorting fuzzy numbers and avoiding the fuzzy subtraction operation to generate negative, infeasible solutions. In view of this, this study proposes an improved fuzzy critical path method. The primary contributions this research makes to the body of knowledge are as follows: an integrated vector similarity algorithm is used to resolve the sorting problem of fuzzy durations, while the improved standard algorithm for fuzzy subtraction is to circumvent the negative, infeasible solutions generated in fuzzy subtraction operation; moreover, this method analyzes and depicts the change of critical path under the fuzzy state of activity duration, which fills the knowledge gaps. The empirical analysis indicates that the inference and computation of this method are relatively objective and easy to implement, the effectiveness and practicability of which are further verified in practice.
    publisherAmerican Society of Civil Engineers
    titleImproved Critical Path Method with Trapezoidal Fuzzy Activity Durations
    typeJournal Paper
    journal volume144
    journal issue9
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)CO.1943-7862.0001541
    page4018090
    treeJournal of Construction Engineering and Management:;2018:;Volume ( 144 ):;issue: 009
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian