Now showing items 1-18 of 18

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      A Direct Approach for Hypersingular Integral Evaluation in 3-D B.E.M.  [Presentation]

      Ariza Moreno, María del Pilar; Domínguez Abascal, José (1999)
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      Analysis of the frictional slip between a layer and a half-space  [Article]

      Abascal García, Ramón A.; Domínguez Abascal, José (Wessex Institute of Technology, 1993)
      The numerical analysis of a boundless elastic layer on an elastic halfspace with different material properties under the effects of an uniform surface pressure and a cyclic tangential surface force is presented. ...
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      Consideraciones sobre el cálculo sísmico de presas-bóveda  [Presentation]

      Alarcón, Enrique; Domínguez Abascal, José (1990)
      En esta comunicación se ponen de manifiesto las caracteristicas que debe reunir un modelo para el cálculo sismico de presas-bóveda . Se analizan los factores locales que influyen sobre la solicitación sismica que actúa en ...
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      Dinamic stiffnesses of foundations  [Presentation]

      Alarcón, Enrique; Domínguez Abascal, José; Cano, F. del (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 ...
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      Dynamic investigation of the City of Manchester Stadium  [Presentation]

      Galvín, Pedro; Domínguez Abascal, José (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 ...
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      Dynamic study of the Barqueta cable-stayed Bridge  [Presentation]

      Galvín, Pedro; Domínguez Abascal, José (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. ...
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      Fully 3D analysis of HST-track-soil-structure dynamic interaction  [Presentation]

      Romero Ordóñez, Antonio; Galvín, Pedro; Domínguez Abascal, José (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 ...
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      Identificación dinámica de puentes de Sevilla mediante sus respuestas a cargas de servicio  [Presentation]

      Galvín, Pedro; Solís Muñiz, Mario; Romero Ordóñez, Antonio; Domínguez Abascal, José (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 ...
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      Impedancias dinámicas en zapatas rígidas y flexibles sobre medios viscoelásticos  [Presentation]

      Benito, J. J.; Gómez Lera, M.S.; Alarcón, Enrique; Domínguez Abascal, José (1986)
      Se presentan aplicaciones recientes del Método de los Elementos de Contorno al cálculo de impedancias de cimentaciones en terrenos viscoelásticos, haciendo especial hincapié en el tratamiento de medios estratificados ...
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      Induced vibrations due to high-speed trains: Córdoba-Málaga high speed line  [Presentation]

      Galvín, Pedro; Domínguez Abascal, José (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 ...
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      Método de los elementos de contorno en algunos problemas de interacción suelo-estructura  [Presentation]

      Domínguez Abascal, José; Alarcón, Enrique (1980)
      Los problemas del comportamiento sísmico de estructuras masivas de gran responsabilidad y edificios de gran altura así como el clásico problema del cimiento de las maquinas vibrantes, hacen que el estudio de la interacción ...
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      El método de los elementos de contorno en problemas dinámicos  [Presentation]

      Alarcón, Enrique; Domínguez Abascal, José (1982)
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      Modal identification of a pedestrian bridge by output-only analysis  [Presentation]

      Galvín, Pedro; Domínguez Abascal, José (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 ...
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      Modal Identification of a Pedestrian Bridge by Output-Only Analysis  [Presentation]

      Galvín, Pedro; Domínguez Abascal, José (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 ...
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      Model for the seismic analysis of arch dams including interaction effects  [Presentation]

      Domínguez Abascal, José; Maeso, O. (1992)
      A three-dimensional boundary element model for the seismic analysis of arch dams is presented. The soil and the dam are assumed to be viscoelastic domains the former being boundless. The water is assume to be compressible ...
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      Numerical treatment of thick shells with holes  [Presentation]

      París Carballo, Federico; Domínguez Abascal, José; Martín, A.; Alarcón, Enrique (1979)
      A. Boundary Integral Equation Method (B.1.E.M.) formulation is presented. After a general situation of the method among other usual numerical ones, the possibilities of discretizat ion are developed. As this is done only ...
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      On the Use of a 3-D Fundamental Solution for Axisymmetric Steady-State Dynamic Problems  [Presentation]

      Gómez Lera, M.S.; Alarcón, Enrique; Domínguez Abascal, José (1985)
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      The boundary element method in elastodynamics  [Presentation]

      Domínguez Abascal, José; Alarcón, Enrique (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.