2016
DOI: 10.1016/j.advengsoft.2015.12.007
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Modelling and strength evaluation of masonry bridges using terrestrial photogrammetry and finite elements

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Cited by 69 publications
(34 citation statements)
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“…In terrestrial applications it is still necessary to perform time-consuming and hazardous activities, such as placing ground control points on the analysed scenario (Stavroulaki et al, 2016), if not supported by other technologies (Forlani et al, 2014). In this framework UAV photogrammetry has the following advantages: real-time, flexibility, high-resolution, low costs, as it allows the collection of information in dangerous environments without risk (Chang-chun et al 2011).…”
Section: Uav and Ground-based Methodsmentioning
confidence: 99%
“…In terrestrial applications it is still necessary to perform time-consuming and hazardous activities, such as placing ground control points on the analysed scenario (Stavroulaki et al, 2016), if not supported by other technologies (Forlani et al, 2014). In this framework UAV photogrammetry has the following advantages: real-time, flexibility, high-resolution, low costs, as it allows the collection of information in dangerous environments without risk (Chang-chun et al 2011).…”
Section: Uav and Ground-based Methodsmentioning
confidence: 99%
“…Conde et al (2017) used, among other non-destructive techniques, laser scanning to obtain all the necessary geometric data to build a detailed 3D finite element model of a masonry arch bridge. Stavroulaki et al (2016) used laser scanning and photogrammetry to reduce the time needed to produce a realistic 3D geometric model of a masonry bridge. J auregui et al (2009) showed that photogrammetry can be used to obtain measurements that would typically be acquired during routine inspections of a prestressed concrete bridge.…”
Section: Introductionmentioning
confidence: 99%
“…Their complex geometries inform that it is imperative to capture as accurately as possible their geometries and represent these in advanced numerical methods for their structural analysis. Over the last few years, significant research focus has been put on the development of semiautomated and fully automated procedures to transform three-dimensional point clouds of complex objects into a three-dimensional finite-and discrete-element geometric models for the structural analysis of historic structures [43][44][45]. By coupling the SOCH system with the current engineering approach for structural inspection and assessment using point clouds, a high degree of automation at each operational level can be obtained and outcomes of this approach could be beneficial for engineers and asset managers who want to classify and assess the structural condition of their historic assets and device action plans.…”
Section: Discussionmentioning
confidence: 99%