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    The S. Maria di Collemaggio Basilica: From Vulnerability Assessment to First Results of SHM

    Source: Journal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 003
    Author:
    Elena Antonacci
    ,
    Angelo Aloisio
    ,
    Dante Galeota
    ,
    Rocco Alaggio
    DOI: 10.1061/(ASCE)AE.1943-5568.0000426
    Publisher: ASCE
    Abstract: In this paper, the history of the basilica of Santa Maria di Collemaggio for the last 10 years is outlined: from the damage occurred during the 2009 earthquake in L’Aquila, to the rehabilitation works and the main findings of the structural health monitoring (SHM) program carried out in 2018–2019. The restoration aimed at increasing the overall structural response by reducing the local collapse mechanisms (facade, apse, nave walls, etc.) observed after the seismic event. The vulnerability analysis, assessing the seismic capacity of the masonry structure before and after the restoration, throws light on the critical kinematic mechanisms, which are currently observed by a permanent monitoring system installed in 2017. First results concerning the dynamic identification of the basilica under both operational conditions and seismic events are developed and discussed. Furthermore, the maximum accelerations engaging each masonry macroelement during the last low-intensity earthquakes are discussed.
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      The S. Maria di Collemaggio Basilica: From Vulnerability Assessment to First Results of SHM

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268128
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    contributor authorElena Antonacci
    contributor authorAngelo Aloisio
    contributor authorDante Galeota
    contributor authorRocco Alaggio
    date accessioned2022-01-30T21:23:49Z
    date available2022-01-30T21:23:49Z
    date issued9/1/2020 12:00:00 AM
    identifier other%28ASCE%29AE.1943-5568.0000426.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268128
    description abstractIn this paper, the history of the basilica of Santa Maria di Collemaggio for the last 10 years is outlined: from the damage occurred during the 2009 earthquake in L’Aquila, to the rehabilitation works and the main findings of the structural health monitoring (SHM) program carried out in 2018–2019. The restoration aimed at increasing the overall structural response by reducing the local collapse mechanisms (facade, apse, nave walls, etc.) observed after the seismic event. The vulnerability analysis, assessing the seismic capacity of the masonry structure before and after the restoration, throws light on the critical kinematic mechanisms, which are currently observed by a permanent monitoring system installed in 2017. First results concerning the dynamic identification of the basilica under both operational conditions and seismic events are developed and discussed. Furthermore, the maximum accelerations engaging each masonry macroelement during the last low-intensity earthquakes are discussed.
    publisherASCE
    titleThe S. Maria di Collemaggio Basilica: From Vulnerability Assessment to First Results of SHM
    typeJournal Paper
    journal volume26
    journal issue3
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000426
    page15
    treeJournal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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