Deformation Monitoring in Historic Buildings: A Case Study

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 (Synthe...

Full description

Bibliographic Details
Published in:Survey Review
Main Authors: Baselga Moreno, Sergio, Garrigues Talens, Pascual, Berné Valero, José Luis, Anquela Julián, Ana Belén, Martín Furones, Ángel Esteban
Other Authors: Universitat Politècnica de València. Departamento de Ingeniería Cartográfica Geodesia y Fotogrametría - Departament d'Enginyeria Cartogràfica, Geodèsia i Fotogrametria
Format: Article in Journal/Newspaper
Language:English
Published: Taylor & Francis: STM, Behavioural Science and Public Health Titles 2011
Subjects:
Deformation monitoring
Historic buildings
Lonja of valencia
Microgeodesy
Surveying techniques
Accuracy assessment
Deformation
Geodesy
Global Positioning System (GPS)
Historic building
Precision
Radar interferometry
Surveying
Three-dimensional modeling
INGENIERIA CARTOGRAFICA
GEODESIA Y FOTOGRAMETRIA
Moreno
Archeological Survey
Online Access:http://hdl.handle.net/10251/64359
https://doi.org/10.1179/003962611X13117748891912
Description
Summary: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. 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. 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 S 484 492 43 323 Capra, A., Gandolfi, S., Laurencich, L., Mancini, F., Minelli, A., Orsini, C., & Rodríguez, A. (2002). Multidisciplinary approach for archeological survey: exploring GPS method in landscape archeology studies. Journal of Cultural Heritage, 3(2), 93-99. doi:10.1016/s1296-2074(02)01174-3 Even-Tzur, G., & Agmon, E. (2005). MONITORING VERTICAL MOVEMENTS IN MOUNT CARMEL BY MEANS OF GPS AND PRECISE LEVELLING. Survey Review, 38(296), 146-157. doi:10.1179/sre.2005.38.296.146 Robinson, G. L., Greening, W. J. T., DeKrom, P. W., Chrzanowski, A., Silver, E. C., Allen, G. C., & Falk, M. (1995). ...

Similar Items