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Ponencia
Dynamic study of the Barqueta cable-stayed Bridge
(Society for Experimental Mechanics (SEM), 2006)
A theoretical and experimental research work of the Barqueta cable-stayed bridge is described in this paper. The Barqueta Bridge, across Guadalquivir river, links the city of Seville with the Scientific Park Cartuja 93. ...
Ponencia
Dynamic investigation of the City of Manchester Stadium
(Society for Experimental Mechanics (SEM), 2006)
The dynamic behaviour of the City of Manchester Stadium is described in this paper. With a remote monitoring system, developed at the University of Sheffield, output-only vibration response data were acquired during a music ...
Ponencia
Modal identification of a pedestrian bridge by output-only analysis
(Society for Experimental Mechanics (SEM), 2005)
The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of a mechanical system. The classical modal analysis, based on Frequency Response Function, require measurements ...
Ponencia
Identificación dinámica de puentes de Sevilla mediante sus respuestas a cargas de servicio
(Escuela Técnica Superior de Ingenieros Industriales, Universidad de Castilla La Mancha, 2010)
En los últimos años se han construido en Sevilla varios puentes de diseño singular, suficientemente rígidos para soportar sus cargas de servicio, pero con un compartimiento dinámico que, en algunas ocasiones, alerta a los ...
Ponencia
Modal Identification of a Pedestrian Bridge by Output-Only Analysis
(Katholieke Universiteit Leuven, Department of Mechanical Engineering, 2006)
Modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of mechanical systems. Classical modal analysis, based on Frequency Response Function, require measurement of both ...
Ponencia
Induced vibrations due to high-speed trains: Córdoba-Málaga high speed line
(Sociedad Española de Acústica, 2007)
Numerical models to obtain ground vibrations induced by the passage of HST, based on finite element method and boundary element method, have been developed in the last years. A few models have been validated, comparing the ...
Ponencia
Fully 3D analysis of HST-track-soil-structure dynamic interaction
(KU Leuven, Department of Mechanical Engineering,, 2010)
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model formulated on time domain to predict vibrations due to train passage at the vehicle, the track and the free field ...
Ponencia
Quadrature rule for solving the Helmholtz equation in hypersingular BEM formulation
(WIT Press, 2023)
Velázquez-Mata et al. recently presented a quadrature rule to accurately evaluate singular and weakly singular integrals in the sense of the Cauchy Principal Value by an exclusively numerical procedure. The procedure was ...