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dc.contributor.authorDaniele Malomo
dc.contributor.authorNicola Scattarreggia
dc.contributor.authorAndrea Orgnoni
dc.contributor.authorRui Pinho
dc.contributor.authorMatteo Moratti
dc.contributor.authorGian Michele Calvi
dc.date.accessioned2022-01-30T19:19:29Z
dc.date.available2022-01-30T19:19:29Z
dc.date.issued2020
dc.identifier.other%28ASCE%29CF.1943-5509.0001428.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265068
dc.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.
dc.publisherASCE
dc.titleNumerical Study on the Collapse of the Morandi Bridge
dc.typeJournal Paper
dc.journal.volume34
dc.journal.issue4
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0001428
dc.page04020044
dc.treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
dc.contenttypeFulltext


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