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dc.contributor.author | Baselga Moreno, Sergio | es_ES |
dc.contributor.author | Garrigues Talens, Pascual | es_ES |
dc.contributor.author | Berné Valero, José Luis | es_ES |
dc.contributor.author | Anquela Julián, Ana Belén | es_ES |
dc.contributor.author | Martín Furones, Ángel Esteban | es_ES |
dc.date.accessioned | 2016-05-19T07:41:35Z | |
dc.date.available | 2016-05-19T07:41:35Z | |
dc.date.issued | 2011-10 | |
dc.identifier.issn | 0039-6265 | |
dc.identifier.uri | http://hdl.handle.net/10251/64359 | |
dc.description.abstract | Deformation monitoring in heritage buildings is an essential task for conservation and restoration studies. A vast variety of techniques can be applied assuming that a three-dimensional modelization is required: GPS (Global Positioning System) measurement, photogrammetry, laser scanning, SAR (Synthetic Aperture Radar) interferometry, terrestrial surveying. They are reviewed for their possible application to a specific heritage building where deformation monitoring has to be performed under severe conditions regarding the lack of intervisibility and the requirement of extremely high accuracy. Finally high precision terrestrial surveying techniques, some of which may be considered as obsolete today, emerged as the most appropriate solution under the conditions. Results show significant displacements for particular points that agree with some suspected structural weaknesses. © 2011 Survey Review Ltd. | es_ES |
dc.description.sponsorship | The authors would like to thank Forum Unesco University and Heritage for the provided financial support in the case of study. The authors are also grateful to the anonymous reviewers for their valuable suggestions, corrections and constructive comments. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | Taylor & Francis: STM, Behavioural Science and Public Health Titles | es_ES |
dc.relation.ispartof | Survey Review | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Deformation monitoring | es_ES |
dc.subject | Historic buildings | es_ES |
dc.subject | Lonja of valencia | es_ES |
dc.subject | Microgeodesy | es_ES |
dc.subject | Surveying techniques | es_ES |
dc.subject | Accuracy assessment | es_ES |
dc.subject | Deformation | es_ES |
dc.subject | Geodesy | es_ES |
dc.subject | Global Positioning System (GPS) | es_ES |
dc.subject | Historic building | es_ES |
dc.subject | Precision | es_ES |
dc.subject | Radar interferometry | es_ES |
dc.subject | Surveying | es_ES |
dc.subject | Three-dimensional modeling | es_ES |
dc.subject.classification | INGENIERIA CARTOGRAFICA, GEODESIA Y FOTOGRAMETRIA | es_ES |
dc.title | Deformation Monitoring in Historic Buildings: A Case Study | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1179/003962611X13117748891912 | |
dc.rights.accessRights | Cerrado | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería Cartográfica Geodesia y Fotogrametría - Departament d'Enginyeria Cartogràfica, Geodèsia i Fotogrametria | es_ES |
dc.description.bibliographicCitation | Baselga Moreno, S.; Garrigues Talens, P.; Berné Valero, JL.; Anquela Julián, AB.; Martín Furones, ÁE. (2011). Deformation Monitoring in Historic Buildings: A Case Study. Survey Review. 43(323):484-492. doi:10.1179/003962611X13117748891912 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1179/003962611X13117748891912 | es_ES |
dc.description.upvformatpinicio | 484 | es_ES |
dc.description.upvformatpfin | 492 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 43 | es_ES |
dc.description.issue | 323 | es_ES |
dc.relation.senia | 211869 | |
dc.identifier.eissn | 1752-2706 | |
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