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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


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