YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Performance of Constructed Facilities
    • 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

    Numerical Study on the Collapse of the Morandi Bridge

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author:
    Daniele Malomo
    ,
    Nicola Scattarreggia
    ,
    Andrea Orgnoni
    ,
    Rui Pinho
    ,
    Matteo Moratti
    ,
    Gian Michele Calvi
    DOI: 10.1061/(ASCE)CF.1943-5509.0001428
    Publisher: ASCE
    Abstract: An innovative discontinuum-based micromodeling approach, the Applied Element Method, is used in this work to investigate explicitly potential failure mechanisms that might have contributed to the collapse of the Morandi Bridge in Genoa, Italy, which occurred on August 14, 2018. While, consistently with the findings presented in a previous contribution by the same authors, the initial trigger of the collapse mechanism was assumed as the release of one of the stays, this study investigates, through a sensitivity study, the impact that several parameters and epistemic uncertainties, including reduction of cables’ cross section (potentially induced by corrosion) and various possible configurations of both passive and active reinforcements in the main deck, have on the predicted failure mode. Then, to indicate the structural elements and details in which a potential presence of corrosion should be more carefully explored, the observed debris distribution is compared with its numerical counterparts.
    • Download: (4.877Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Numerical Study on the Collapse of the Morandi Bridge

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4265068
    Collections
    • Journal of Performance of Constructed Facilities

    Show full item record

    contributor authorDaniele Malomo
    contributor authorNicola Scattarreggia
    contributor authorAndrea Orgnoni
    contributor authorRui Pinho
    contributor authorMatteo Moratti
    contributor authorGian Michele Calvi
    date accessioned2022-01-30T19:19:29Z
    date available2022-01-30T19:19:29Z
    date issued2020
    identifier other%28ASCE%29CF.1943-5509.0001428.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265068
    description abstractAn innovative discontinuum-based micromodeling approach, the Applied Element Method, is used in this work to investigate explicitly potential failure mechanisms that might have contributed to the collapse of the Morandi Bridge in Genoa, Italy, which occurred on August 14, 2018. While, consistently with the findings presented in a previous contribution by the same authors, the initial trigger of the collapse mechanism was assumed as the release of one of the stays, this study investigates, through a sensitivity study, the impact that several parameters and epistemic uncertainties, including reduction of cables’ cross section (potentially induced by corrosion) and various possible configurations of both passive and active reinforcements in the main deck, have on the predicted failure mode. Then, to indicate the structural elements and details in which a potential presence of corrosion should be more carefully explored, the observed debris distribution is compared with its numerical counterparts.
    publisherASCE
    titleNumerical Study on the Collapse of the Morandi Bridge
    typeJournal Paper
    journal volume34
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001428
    page04020044
    treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;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