Raspberry Shake-Based Rapid Structural Identification of Existing Buildings Subject to Earthquake Ground Motion: The Case Study of Bucharest

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dc.contributorGrupo de Ingeniería y Riesgo Sísmico (GIRS)es_ES
dc.contributor.authorÖzcebe, Ali Güney-
dc.contributor.authorTiganescu, Alexandru-
dc.contributor.authorOzer, Ekin-
dc.contributor.authorNegulescu, Caterina-
dc.contributor.authorGaliana-Merino, Juan José-
dc.contributor.authorTubaldi, Enrico-
dc.contributor.authorToma-Danila, Dragos-
dc.contributor.authorMolina-Palacios, Sergio-
dc.contributor.authorKharazian, Alireza-
dc.contributor.authorBozzoni, Francesca-
dc.contributor.authorBorzi, Barbara-
dc.contributor.authorBalan, Stefan Florin-
dc.contributor.otherUniversidad de Alicante. Departamento de Física, Ingeniería de Sistemas y Teoría de la Señales_ES
dc.contributor.otherUniversidad de Alicante. Departamento de Física Aplicadaes_ES
dc.contributor.otherUniversidad de Alicante. Instituto Universitario de Física Aplicada a las Ciencias y las Tecnologíases_ES
dc.contributor.otherUniversidad de Alicante. Instituto Multidisciplinar para el Estudio del Medio "Ramón Margalef"es_ES
dc.date.accessioned2022-07-25T07:02:15Z-
dc.date.available2022-07-25T07:02:15Z-
dc.date.issued2022-06-24-
dc.identifier.citationÖzcebe AG, Tiganescu A, Ozer E, Negulescu C, Galiana-Merino JJ, Tubaldi E, Toma-Danila D, Molina S, Kharazian A, Bozzoni F, Borzi B, Balan SF. Raspberry Shake-Based Rapid Structural Identification of Existing Buildings Subject to Earthquake Ground Motion: The Case Study of Bucharest. Sensors. 2022; 22(13):4787. https://doi.org/10.3390/s22134787es_ES
dc.identifier.issn1424-8220-
dc.identifier.urihttp://hdl.handle.net/10045/125554-
dc.description.abstractThe Internet of things concept empowered by low-cost sensor technologies and headless computers has upscaled the applicability of vibration monitoring systems in recent years. Raspberry Shake devices are among those systems, constituting a crowdsourcing framework and forming a worldwide seismic network of over a thousand nodes. While Raspberry Shake devices have been proven to densify seismograph arrays efficiently, their potential for structural health monitoring (SHM) is still unknown and is open to discovery. This paper presents recent findings from existing buildings located in Bucharest (Romania) equipped with Raspberry Shake 4D (RS4D) devices, whose signal recorded under multiple seismic events has been analyzed using different modal identification algorithms. The obtained results show that RS4D modules can capture the building vibration behavior despite the short-duration and low-amplitude excitation sources. Based on 15 RS4D device readings from five different multistorey buildings, the results do not indicate damage in terms of modal frequency decay. The findings of this research propose a baseline for future seismic events that can track the changes in vibration characteristics as a consequence of future strong earthquakes. In summary, this research presents multi-device, multi-testbed, and multi-algorithm evidence on the feasibility of RS4D modules as SHM instruments, which are yet to be explored in earthquake engineering.es_ES
dc.description.sponsorshipThis work is supported by the European Union’s Horizon 2020 research and innovation programme under grant agreement No 821046, project TURNkey (Towards more Earthquake-resilient Urban Societies through a Multi-sensor-based Information System enabling Earthquake Forecasting, Early Warning and Rapid Response actions).es_ES
dc.languageenges_ES
dc.publisherMDPIes_ES
dc.rights© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).es_ES
dc.subjectRaspberry Shake 4Des_ES
dc.subjectModal identificationes_ES
dc.subjectVibration-based structural health monitoringes_ES
dc.subjectRapid response to earthquakes (RRE)es_ES
dc.subjectTURNkey projectes_ES
dc.titleRaspberry Shake-Based Rapid Structural Identification of Existing Buildings Subject to Earthquake Ground Motion: The Case Study of Bucharestes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.3390/s22134787-
dc.relation.publisherversionhttps://doi.org/10.3390/s22134787es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/EC/H2020/821046es_ES
Aparece en las colecciones:INV - GIRS - Artículos de Revistas
Investigaciones financiadas por la UE

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