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<dc:creator>Bautista de Castro, Álvaro</dc:creator>
<dc:creator>Sánchez Aparicio, Luis Javier</dc:creator>
<dc:creator>Carrasco García, Pedro</dc:creator>
<dc:creator>Ramos, Luis F.</dc:creator>
<dc:creator>González Aguilera, Diego</dc:creator>
<dc:date>2019</dc:date>
<dc:description>This paper proposes a robust multidisciplinary method that combines geomatic procedures (terrestrial laser scanning and reverse engineering), geophysical methods (ground-penetrating radar and multichannel analysis of surface waves), sonic and impact echo tests, and ambient vibration approaches to generate accurate numerical simulations of masonry arch bridges. These methods are complemented by a robust finite element model updating method based on metamodeling global sensitivity analysis and a robust calibration strategy. The results obtained corroborate the feasibility of the proposed methodology with an average relative error in frequencies of 1.21% and an average modal assurance criterion of 0.93.</dc:description>
<dc:identifier>http://hdl.handle.net/10366/155358</dc:identifier>
<dc:language>eng</dc:language>
<dc:subject>6201 Arquitectura</dc:subject>
<dc:subject>2504.04 Fotogrametría Geodésica</dc:subject>
<dc:title>A multidisciplinary approach to calibrating advanced numerical simulations of masonry arch bridges</dc:title>
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