YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Architectural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Architectural Engineering
    • 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

    Innovative Flexible Structural System Using Prefabricated Modules

    Source: Journal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 004
    Author:
    Tharaka Gunawardena
    ,
    Tuan Ngo
    ,
    Priyan Mendis
    ,
    Jose Alfano
    DOI: 10.1061/(ASCE)AE.1943-5568.0000214
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated modular structures are increasingly becoming popular as a strategy that can be used to achieve cost-effective and speedy construction. However, there is an absence of detailed engineering research and case studies dealing with the structural performance of this technology. Although such prefabricated modules are already used for some buildings, they cannot be categorized as exclusively modular structures because a core structure is used in most of them to carry the lateral loads. This paper gives a brief overview of prefabricated modular structures and an introductory preview into an innovative structural system that can be adopted to deliver a purely modular construction. The introduced structural system was assessed through a case study of a multistory apartment building that was constructed using prefabricated modules. The static and dynamic behavior of the structure was analyzed using finite-element analysis techniques with the aid of a three-dimensional (3D) computer model. Torsional or twisting effects are a major problem for the designers of buildings. Results show that with the introduced system, the elevator shafts can be flexibly shifted around the plan without causing adverse torsional effects to the structure. The introduced technology is discussed in detail along with the key points that make it a viable option to be used in medium- and high-rise buildings.
    • Download: (2.518Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Innovative Flexible Structural System Using Prefabricated Modules

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4245089
    Collections
    • Journal of Architectural Engineering

    Show full item record

    contributor authorTharaka Gunawardena
    contributor authorTuan Ngo
    contributor authorPriyan Mendis
    contributor authorJose Alfano
    date accessioned2017-12-30T13:03:16Z
    date available2017-12-30T13:03:16Z
    date issued2016
    identifier other%28ASCE%29AE.1943-5568.0000214.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245089
    description abstractPrefabricated modular structures are increasingly becoming popular as a strategy that can be used to achieve cost-effective and speedy construction. However, there is an absence of detailed engineering research and case studies dealing with the structural performance of this technology. Although such prefabricated modules are already used for some buildings, they cannot be categorized as exclusively modular structures because a core structure is used in most of them to carry the lateral loads. This paper gives a brief overview of prefabricated modular structures and an introductory preview into an innovative structural system that can be adopted to deliver a purely modular construction. The introduced structural system was assessed through a case study of a multistory apartment building that was constructed using prefabricated modules. The static and dynamic behavior of the structure was analyzed using finite-element analysis techniques with the aid of a three-dimensional (3D) computer model. Torsional or twisting effects are a major problem for the designers of buildings. Results show that with the introduced system, the elevator shafts can be flexibly shifted around the plan without causing adverse torsional effects to the structure. The introduced technology is discussed in detail along with the key points that make it a viable option to be used in medium- and high-rise buildings.
    publisherAmerican Society of Civil Engineers
    titleInnovative Flexible Structural System Using Prefabricated Modules
    typeJournal Paper
    journal volume22
    journal issue4
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000214
    page05016003
    treeJournal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 004
    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