Show simple item record

dc.contributor.authorElena Antonacci
dc.contributor.authorAngelo Aloisio
dc.contributor.authorDante Galeota
dc.contributor.authorRocco Alaggio
dc.date.accessioned2022-01-30T21:23:49Z
dc.date.available2022-01-30T21:23:49Z
dc.date.issued9/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29AE.1943-5568.0000426.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268128
dc.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.
dc.publisherASCE
dc.titleThe S. Maria di Collemaggio Basilica: From Vulnerability Assessment to First Results of SHM
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue3
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000426
dc.page15
dc.treeJournal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 003
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record