Damage Quantification and Monitoring in Masonry Monuments through Digital Photogrammetry

Julia Armesto; Pedro Arias; Celestino Ordóñez; Henrique Lorenzo; Natalia Caparrini

doi:10.4028/www.scientific.net/KEM.347.291

Paper Titles

Advanced Rolling-Element Bearing Diagnostics Based on Cyclic Spectral Analysis
p.265

Bearing Fault Detection Using Higher-Order Statistics Based ARMA Model
p.271

Structural Health Monitoring on Real Scale Model of a Masonry Triumphal Arch
p.279

Rc Infilled Frame: Shaking Table Tests on a Full Scale Model
p.285

Damage Quantification and Monitoring in Masonry Monuments through Digital Photogrammetry
p.291

Experimental Seismic Damage Quantification in a 3-Storey Laboratory Structure
p.297

A Framework for Novelty Detection in Jet Engine Vibration Data
p.305

Structural Health Monitoring Experimental System Implemented in a Turboprop Commercial Aircraft
p.311

Effect of Crowning of Dovetail Joints on Turbine Blade Root Damping
p.317

HomeKey Engineering MaterialsKey Engineering Materials Vol. 347Damage Quantification and Monitoring in Masonry...

Damage Quantification and Monitoring in Masonry Monuments through Digital Photogrammetry

Abstract:

The measurement and monitoring of structural damages in masonry monuments is an important task in the field of conservation and restoration of architectonic heritage. Traditional surveying devices provide punctual measurements of the damage size and usually are contactdemanding, being an important limitation since risky systems are needed when structural problems appear in no accessible locations. In this field close-range Photogrammetry depict a valuable option. In this paper the dimensional analysis and temporal monitoring of crack is accomplished. Accurate 3D clouds of points defining the crack boundary are obtained in different dates. A quantification of the crack size in each date is obtained by shape parameters. This procedure allows detecting any displacement in ashlars and obtaining a feasible knowledge of the crack growth even when no fixed references are available to align 3D models obtained in different times.

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Periodical:

Key Engineering Materials (Volume 347)

Pages:

291-296

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.347.291

Citation:

Cite this paper

Online since:

September 2007

Authors:

Julia Armesto, Pedro Arias, Celestino Ordóñez, Henrique Lorenzo, Natalia Caparrini

Keywords:

Cracks Survey, Damage Monitoring, Digital Photogrammetry, Masonry Monuments

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