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dc.contributor.authorMoyano Campos, Juan José
dc.contributor.authorJusto Estebaranz, Á
dc.contributor.authorNieto Julián, Juan Enrique
dc.contributor.authorBarrera, A. O.
dc.contributor.authorFernández Alconchel, María
dc.date.accessioned2023-07-11T06:23:08Z
dc.date.available2023-07-11T06:23:08Z
dc.date.issued2022
dc.identifier.citationMoyano Campos, J. J., Justo Estebaranz, Á., Nieto Julián, J. E., Barrera, A. O. y Fernández Alconchel, M. (2022). Evaluation of records using terrestrial laser scanner in architectural heritage for information modeling in HBIM construction: The case study of the La Anunciación church (Seville). Journal of Building Engineering, 62, e105190. https://doi.org/10.1016/j.jobe.2022.105190es
dc.identifier.issn2352-7102
dc.identifier.urihttp://hdl.handle.net/20.500.12251/3018
dc.description.abstractIn recent years, significant progress has been made in the creation of equipment that captures the so-called personal spatial data records. The size and its price compared to other equipment, make it ideal for works related to historical-artistic heritage. In this research, a comparison is made between two scanners used in geodetic measurements for the purpose of Building Information Modeling (BIM) in historic buildings. A stationary BLK360 personal scanner has been chosen, which is considered to be a scanner that is easy to use and very operational in transport. Despite its precision, this equipment has been used in numerous Scan-to-BIM studies. To know the reliability conditions of the equipment, the Riegl VZ400i scanner, a state-of-the-art stationary scanner, is taken as a reference. The objective is to know the precision of both teams to develop planimetric surveys of a historic building in BIM. The methodology used is based on comparing both point clouds, knowing the density and organization and the attributes that can help as parameters in the BIM methodology. Also, and as an auxiliary base, two topographic equipment, a total station and a state-of-the-art laser measurer were used, and the precision of both was analyzed. The results show that the differences between the PLS and TLS are not excessively large, reaching differences of 10 mm in small lengths and 16 mm in longer lengths and, therefore, admissible for a Scan to BIM procedure. © 2022 The Authorsen
dc.language.isoenges
dc.publisherELSEVIERes
dc.titleEvaluation of records using terrestrial laser scanner in architectural heritage for information modeling in HBIM construction: The case study of the La Anunciación church (Seville)en
dc.typearticlees
dc.identifier.doi10.1016/j.jobe.2022.105190
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85139863055&doi=10.1016%2fj.jobe.2022.105190&partnerID=40&md5=c9df96280343f2c14f33277bcac01708
dc.journal.titleJournal of Building Engineering
dc.subject.keywordPatrimonio históricoes
dc.subject.keywordPatrimonio artísticoes
dc.subject.keywordMonitorización de edificioses
dc.subject.keywordEscáner Láser 3Des
dc.subject.keywordBuilding Information Modeling (BIM)es
dc.subject.keywordLevantamiento topográficoes
dc.subject.unesco3305.34 Topografía de la Edificaciónes
dc.subject.unesco1203.09 Diseño Con Ayuda del Ordenadores
dc.subject.unesco3305.26 Edificios Públicoses
dc.volume.number62
dc.item.number105190


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