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    Off-Site Construction Planning Using Discrete Event Simulation

    Source: Journal of Architectural Engineering:;2012:;Volume ( 018 ):;issue: 002
    Author:
    Amin Alvanchi
    ,
    Reza Azimi
    ,
    SangHyun Lee
    ,
    Simaan M. AbouRizk
    ,
    Paul Zubick
    DOI: 10.1061/(ASCE)AE.1943-5568.0000055
    Publisher: American Society of Civil Engineers
    Abstract: Off-site construction has become an inseparable part of many construction projects and can increase the productivity and quality of construction projects. Off-site construction involves the application of a significant portion of the required operations to construction elements by off-site fabrication shops in a more controlled and equipped work environment before delivery of the elements to the construction site for erection or assembly. Unfortunately, capturing the constraints imposed by the erection (i.e., assembly) sites in addition to the internal constraints applied to the fabrication shops can make the planning process of fabrication shops challenging for construction managers. To address this issue, the use of discrete event simulation (DES) is proposed as an effective tool for modeling the operational details involved in construction, including constraints arising from both the erection process and from off-site fabrication shops. The applicability and usefulness of this method has been investigated in an experimental case of steel construction; DES models of an off-site structural steel fabrication of a girder bridge project were developed to assess different fabrication plans and to reduce the final project’s duration, and an approximate 10% potential reduction of the final project duration through adjusting the fabrication plan alone was demonstrated.
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      Off-Site Construction Planning Using Discrete Event Simulation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/56056
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    • Journal of Architectural Engineering

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    contributor authorAmin Alvanchi
    contributor authorReza Azimi
    contributor authorSangHyun Lee
    contributor authorSimaan M. AbouRizk
    contributor authorPaul Zubick
    date accessioned2017-05-08T21:33:28Z
    date available2017-05-08T21:33:28Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29ae%2E1943-5568%2E0000055.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56056
    description abstractOff-site construction has become an inseparable part of many construction projects and can increase the productivity and quality of construction projects. Off-site construction involves the application of a significant portion of the required operations to construction elements by off-site fabrication shops in a more controlled and equipped work environment before delivery of the elements to the construction site for erection or assembly. Unfortunately, capturing the constraints imposed by the erection (i.e., assembly) sites in addition to the internal constraints applied to the fabrication shops can make the planning process of fabrication shops challenging for construction managers. To address this issue, the use of discrete event simulation (DES) is proposed as an effective tool for modeling the operational details involved in construction, including constraints arising from both the erection process and from off-site fabrication shops. The applicability and usefulness of this method has been investigated in an experimental case of steel construction; DES models of an off-site structural steel fabrication of a girder bridge project were developed to assess different fabrication plans and to reduce the final project’s duration, and an approximate 10% potential reduction of the final project duration through adjusting the fabrication plan alone was demonstrated.
    publisherAmerican Society of Civil Engineers
    titleOff-Site Construction Planning Using Discrete Event Simulation
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000055
    treeJournal of Architectural Engineering:;2012:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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