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Mostrando ítems 1-10 de 22
Ponencia
Dinamic stiffnesses of foundations
(Butterworth, 1980)
A general theory that describes the B.I.E.M. in steady-state elastodynamics is developed. A cornprehensive formulation for hornogeneous and heterogeneous media is presented and also sorne results in practical cases as well ...
Ponencia
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
The boundary element method in elastodynamics
(1982)
The paper presents the application of B.E.M. to elastodynamic problems. Both the transient and steady state solutions are presented as well as sorne techniques to simplify problems with a free-stress boundary.
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
Ponencia
Formulación integral del análisis dinámico de materiales transversalmente isótropos
(Asociación española de Materiales Compuestos (AEMAC), 1995)
Muchos materiales compuestos pueden ser tratados a nivel macroscópico como medios homogéneos de comportamiento transversalmente isótropo. A su vez, el análisis de problemas dinámicos en medios homogéneos. isótropos o no, ...
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 ...