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    Experimental and Numerical Study on the Robustness of Full-Scale Volumetric Steel Module under Sudden Support Removal Scenarios

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001::page 04021112
    Author:
    M. Alembagheri
    ,
    P. Sharafi
    ,
    M. Rashidi
    DOI: 10.1061/(ASCE)CF.1943-5509.0001695
    Publisher: ASCE
    Abstract: This paper presents and discusses the experimental and numerical results performed on a 3D modular steel frame under sudden corner support removal scenarios. A modular steel frame was designed according to Australian standards and fabricated in full scale. An experimental testing program was developed in which the module was examined under some robustness scenarios as sudden loss of one or two corner supports. The 3D dynamic response of the module was captured during the robustness (loss) scenarios, and the possible damages are reported. In addition, the detailed numerical finite element micromodel of the module was created, employing continuum solid elements. The numerical model was verified against the experimental results; based on that, other numerical models were generated to study the effects of mass distribution and different boundary conditions in real modular assemblies under corner support loss scenarios.
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      Experimental and Numerical Study on the Robustness of Full-Scale Volumetric Steel Module under Sudden Support Removal Scenarios

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282970
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    contributor authorM. Alembagheri
    contributor authorP. Sharafi
    contributor authorM. Rashidi
    date accessioned2022-05-07T20:50:02Z
    date available2022-05-07T20:50:02Z
    date issued2021-11-12
    identifier other(ASCE)CF.1943-5509.0001695.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282970
    description abstractThis paper presents and discusses the experimental and numerical results performed on a 3D modular steel frame under sudden corner support removal scenarios. A modular steel frame was designed according to Australian standards and fabricated in full scale. An experimental testing program was developed in which the module was examined under some robustness scenarios as sudden loss of one or two corner supports. The 3D dynamic response of the module was captured during the robustness (loss) scenarios, and the possible damages are reported. In addition, the detailed numerical finite element micromodel of the module was created, employing continuum solid elements. The numerical model was verified against the experimental results; based on that, other numerical models were generated to study the effects of mass distribution and different boundary conditions in real modular assemblies under corner support loss scenarios.
    publisherASCE
    titleExperimental and Numerical Study on the Robustness of Full-Scale Volumetric Steel Module under Sudden Support Removal Scenarios
    typeJournal Paper
    journal volume36
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001695
    journal fristpage04021112
    journal lastpage04021112-14
    page14
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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