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Static and Dynamic Monitoring of the Notre Dame de Paris Cathedral

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Static and Dynamic Monitoring of the Notre Dame de Paris Cathedral

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dc.contributor.author Le Corvec, Véronique es_ES
dc.contributor.author Lézin, Patrick es_ES
dc.contributor.author Cartiaux, François-Baptiste es_ES
dc.coverage.spatial east=2.3505635; north=48.8527288; name=Cathédrale Notre Dame, 6 Parvis Notre-Dame - Pl. Jean-Paul II, 75004 Paris, França es_ES
dc.date.accessioned 2023-03-06T10:24:01Z
dc.date.available 2023-03-06T10:24:01Z
dc.date.issued 2023-01-27
dc.identifier.isbn 9788490489796
dc.identifier.uri http://hdl.handle.net/10251/192319
dc.description.abstract [EN] During the fire which took place on 15th April 2019, the Cathedral of Notre Dame de Paris underwent extensive structural damages: most of the roof was destroyed, part of the stone vaulted ceiling collapsed, and the wooden framework of the north tower was partially burned. After the fire, a list of actions was carried on in order to secure the remaining structure, prevent any further damage and start the rehabilitation. Very early on, a monitoring system was used to assist the project manager in these tasks. With the progress of site works, the monitoring system was updated to provide more insightful information. The present paper focuses on the monitoring system deployed on the towers and the stone vaulted ceiling with the objective to produce a first assessment of the current state and follow the evolution during the reconstruction phase. The monitoring campaign was carried out from December 2020 to December 2021 with two distinct sets of sensors. The first objective was to characterize the current state and identify the dynamic behavior of the structure, for that purpose 48 directional accelerometers were installed on the two towers and the two vaults lane. Acceleration measurements and analytical methods lead to the identification of the fundamental modes of these structural elements. In a second time, to follow the evolution of the vaults, 56 inclinometers were positioned on the outer side of the vaults, constituting 15 inclinometer measuring chains. Set up to transmit data continuously with a 10 min frequency, measurements allow to notify settlements or uprisings and correlate these evolutions with external factors (weather conditions or rehabilitation works). es_ES
dc.format.extent 7 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof 5th Joint International Symposium on Deformation Monitoring (JISDM 2022)
dc.rights Reconocimiento - No comercial - Compartir igual (by-nc-sa) es_ES
dc.subject Cultural heritage es_ES
dc.subject Vibration monitoring es_ES
dc.subject Tiltmeter chain es_ES
dc.subject Continuous monitoring es_ES
dc.title Static and Dynamic Monitoring of the Notre Dame de Paris Cathedral es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/JISDM2022.2022.13866
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Le Corvec, V.; Lézin, P.; Cartiaux, F. (2023). Static and Dynamic Monitoring of the Notre Dame de Paris Cathedral. En 5th Joint International Symposium on Deformation Monitoring (JISDM 2022). Editorial Universitat Politècnica de València. 351-357. https://doi.org/10.4995/JISDM2022.2022.13866 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 5th Joint International Symposium on Deformation Monitoring es_ES
dc.relation.conferencedate Junio 20-22, 2022 es_ES
dc.relation.conferenceplace València, España es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/JISDM/JISDM2022/paper/view/13866 es_ES
dc.description.upvformatpinicio 351 es_ES
dc.description.upvformatpfin 357 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\13866 es_ES


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