José María Goicolea

Telefono: 
+34 910674177

Ingeniero de Caminos (UPM, 1979) y Doctor (U. de Londres, 1986). Catedrático de Universidad con dedicación completa desde 1992 en la Escuela de Ing. de Caminos de la UPM. He trabajado en proyecto, investigación y desarrollo de mecánica estructural (Empresarios agrupados 1980, Principia Mechanica SA 1985-1989, ENASA – TGI 1990-1992). Mi actividad académica se enmarca en la mecánica computacional, con interés especial en la dinámica estructural (dinámica de puentes, dinámica no lineal de estructuras sometidas a impacto y explosiones, dinámica de sistemas multicuerpo), en la biomecánica (tejidos blandos y aplicaciones cardiovasculares) y en el desarrollo de nuevos modelos de cálculo por elementos o diferencias finitas. Participo en el estudio de la historia de la ciencia y la tecnología a través de la Fundación Juanelo Turriano, como presidente de su comisión asesora y miembro del patronato. Mis aficiones personales son la familia, el deporte (correr, bicicleta, senderismo), la música [Pianta bella] y el Valle de Mena.

elementos

Teaching/Docencia
Research/Investigación

Mi actividad académica se enmarca en la mecánica computacional, con interés especial en la dinámica estructural (dinámica de puentes, dinámica no lineal de estructuras sometidas a impacto y explosiones, dinámica de sistemas multicuerpo), en la biomecánica de medios continuos (tejidos blandos y aplicaciones cardiovasculares) y en el desarrollo de nuevos modelos de cálculo por elementos o diferencias finitas.

Ph.D. thesis / Tesis doctoral: Numerical Modelling in Large Strain Plasticity with Application to Tube Collapse Analysis [6.7 MB], U. of London, 1985

He dirigido 13 tesis doctorales, abajo se enumeran las más recientes

Publications/Publicaciones
  1. Impact of the train-track-bridge system characteristics in the runnability of high-speed trains against crosswinds - Part II: Riding comfort
    PA Montenegro, D Ribeiro, M Ortega, F Millanes, JM Goicolea, W Zhai, ... Journal of Wind Engineering & Industrial Aerodynamics 224, 104987
  2. Impact of the train-track-bridge system characteristics in the runnability of high-speed trains against crosswinds - Part I: Running safety, PA Montenegro, H Carvalho, M Ortega, F Millanes, JM Goicolea, W Zhai, ... Journal of Wind Engineering & Industrial Aerodynamics, 2022.
  3. Identification of a Human-Structure Interaction Model on an Ultra-Lightweight FRP Footbridge. C Gallegos-Calderón, J Naranjo-Pérez, IM Díaz, JM Goicolea, Applied Sciences 11 (14), 6654, 2021.
  4. Experimental and numerical study on cable breakage equivalent force in cable-stayed structures consisting of low-relaxation seven-wire steel strands. A Minaei, F Daneshjoo, JM Goicolea. Structures 27, 595-606, 2020.
  5. Parametric Pushover Analysis on Elevated RC Pile-Cap Foundations for Bridges in Cohesionless Soils. G Blanco, A Ye, X Wang, JM Goicolea. Journal of Bridge Engineering 24 (1), 2019.
  6. Analytical and simplified models for dynamic analysis of short skew bridges under moving loads. K Nguyen, C Velarde, JM Goicolea. Advances in Structural Engineering, 2019
  7. Railway bridge damage detection using vehicle-based inertial measurements and apparent profile. P Quirke, C Bowe, EJ OBrien, D Cantero, P Antolin, JM Goicolea, Engineering Structures 153 (2017) 421–442,
  8. Development of practical finite element models for collapse of reinforced concrete structures and experimental validation. M Bermejo, AP Santos, JM Goicolea. Shock and Vibration 2017.
  9. Vibration analysis of short skew bridges due to railway traffic using analytical and simplified models. K Nguyen, JM Goicolea. Procedia Engineering, Volume 199 3039-3046 (2017).
  10. A computational procedure for prediction of ballasted track profile degradation under railway traffic loading, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 230, no. 8, pp. 1812–1827, 2016.
  11. Bridge Damage Identification from Moving Load Induced Deflection Based on Wavelet Transform and Lipschitz Exponent, International Journal of Structural Stability and Dynamics, vol. 16, no. 5, pp. , 2016.
  12. Evaluation of blast loads on reinforced concrete structures with finite elements, Informes de la Construccion, vol. 67, no. 539, pp. , 2015.
  13. A regularised continuum damage model based on the mesoscopic scale for soft tissue, International Journal of Solids and Structures, vol. 58, pp. 20–33, 2015.
  14. Structural Health Monitoring of a Spanish high speed railway bridge based on its dynamic response, 6th International Operational Modal Analysis Conference, IOMAC 2015, pp. , 2015.
  15. Comparison of dynamic effects of high-speed traffic load on ballasted track using a simplified two-dimensional and full three-dimensional model, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 228, no. 2, pp. 128–142, 2014.
  16. Dynamic behaviour of underspanned suspension road bridges under traffic loads, Journal of the South African Institution of Civil Engineering, vol. 56, no. 3, pp. 77–87, 2014.
  17. Dynamic models for the running safety of trains on viaducts under cross winds, Civil-Comp Proceedings, vol. 104, pp. , 2014.
  18. Lateral dynamic models for high-speed railway bridges and vehicles, Engineering for Progress, Nature and People, pp. 340–347, 2014.
  19. A methodology to calibrate structural finite element models for reinforced concrete structures subject to blast loads, Proceedings of the International Conference on Structural Dynamic , EURODYN, vol. 2014-January, pp. 3497–3502, 2014.
  20. A methodology for analysing lateral coupled behavior of high speed railway vehicles and structures, IOP Conference Series: Materials Science and Engineering, vol. 10, no. 1, pp. , 2014.
  21. Relevance of a complete road surface description in vehicle-bridge interaction dynamics, Engineering Structures, vol. 56, pp. 466–476, 2013.
  22. Fully three-dimensional vehicle dynamics over rough pavement, Proceedings of the Institution of Civil Engineers: Transport, vol. 166, no. 3, pp. 144–157, 2013.
  23. Experimental study on bridge damage identification based on wavelet packet energy curvature difference method, Zhendong yu Chongji/Journal of Vibration and Shock, vol. 32, no. 5, pp. 20–25, 2013.
  24. Consideration of nonlinear wheel-rail contact forces for dynamic vehicle-bridge interaction in high-speed railways, Journal of Sound and Vibration, vol. 332, no. 5, pp. 1231–1251, 2013.
  25. Dynamics of high-speed railway bridges: Methods and design issues, Bridge Vibration and Controls: New Research, pp. 89–111, 2012.
  26. Preface, Bridge Vibration and Controls: New Research, pp. , 2012.
  27. Strategies for modeling train-bridge lateral dynamic interaction, Bridge Vibration and Controls: New Research, pp. 195–235, 2012.
  28. Bridge vibration and controls: New research, Bridge Vibration and Controls: New Research, pp. 1–405, 2012.
  29. Analysis of lateral dynamics of railway vehicles on viaducts with coupled models, Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, pp. 1692–1699, 2012.
  30. Nonlinear train-bridge lateral interaction using a simplified wheel-rail contact method within a finite element framework, Journal of Computational and Nonlinear Dynamics, vol. 7, no. 4, pp. , 2012.
  31. Mechanical characterisation of the human thoracic descending aorta: Experiments and modelling, Computer Methods in Biomechanics and Biomedical Engineering, vol. 15, no. 2, pp. 185–193, 2012.
  32. Dynamic effects of railway traffic due to lateral motion in long viaducts with high piers, ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme, pp. , 2011.
  33. Impact and explosive loads on concrete buildings using shell and beam type elements, ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme, pp. , 2011.
  34. Dynamic analysis of high speed railway traffic loads on ballasted track, Advances in Environmental Vibration - Proceedings of the 5th International Symposium on Environmental Vibration, ISEV 2011, pp. 620–626, 2011.
  35. Dynamic analysis of road vehicle-bridge systems under turbulent wind by means of Finite Element Models, Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, pp. 1481–1488, 2011.
  36. Models for lateral dynamic interaction of high-speed trains and bridges, Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, pp. 1172–1179, 2011.
  37. Suspender damage identification of a tied-arch bridge based on curvature modal difference method, Advances in Environmental Vibration - Proceedings of the 5th International Symposium on Environmental Vibration, ISEV 2011, pp. 582–589, 2011.
  38. Factors influencing the mechanical behaviour of healthy human descending thoracic aorta, Physiological Measurement, vol. 31, no. 12, pp. 1553–1565, 2010.
  39. Lateral dynamic response of railway vehicles on bridges: Numerical model and applications, Civil-Comp Proceedings, vol. 93, pp. , 2010.
  40. Dynamic analysis of high speed railway traffic loads on ballast and slab tracks, Civil-Comp Proceedings, vol. 93, pp. , 2010.
  41. A study of the lateral dynamic behaviour of high speed railway viaducts and its effect on vehicle ride comfort and stability, Bridge Maintenance, Safety, Management, Health Monitoring and Informatics - Proceedings of the 4th International Conference on Bridge Maintenance, Safety and Management, pp. 184, 2008.
  42. On thermodynamically consistent constitutive equations for fiber-reinforced nonlinearly viscoelastic solids with application to biomechanics, Mechanics Research Communications, vol. 34, no. 7-8, pp. 568–578, 2007.
  43. A volumetric model for growth of arterial walls with arbitrary geometry and loads, Journal of Biomechanics, vol. 40, no. 5, pp. 961–971, 2007.
  44. Preface, Computational Methods in Applied Sciences, vol. 4, pp. vii, 2007.
  45. Design issues for dynamics of high speed railway bridges, Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, pp. 163–164, 2006.
  46. Finite element simulation of the simple tension test in metals, Finite Elements in Analysis and Design, vol. 42, no. 13, pp. 1187–1197, 2006.
  47. Influence of shear stress on in-stent restenosis: In vivo study using 3D reconstruction and computational fluid dynamics, Revista Espanola de Cardiologia, vol. 59, no. 1, pp. 20–27, 2006.
  48. Robust analysis of flexible multibody systems and joint clearances in an energy conserving framework, Computational Methods in Applied Sciences, vol. 2, pp. 205–237, 2005.
  49. Finite element models for mechanical simulation of coronary arteries, Lecture Notes in Computer Science (including subseries Lecture Notes in Artificial Intelligence and Lecture Notes in Bioinformatics), vol. 2674, pp. 295–305, 2003.
  50. Linear and non-linear finite element error estimation based on assumed strain fields, International Journal for Numerical Methods in Engineering, vol. 55, no. 4, pp. 413–429, 2002.
  51. Quadratic and higher-order constraints in energy-conserving formulations of flexible multibody systems, Multibody System Dynamics, vol. 7, no. 1, pp. 3–29, 2002.
  52. An energy-momentum algorithm for flexible multibody systems with finite element techniques, Computer Assisted Mechanics and Engineering Sciences, vol. 8, no. 2-3, pp. 313–324, 2001.
  53. Error estimation based on non-linear enhanced assumed strain elements, European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2000, pp. , 2000.
  54. Conserving Properties in Constrained Dynamics of Flexible Multibody Systems, Multibody System Dynamics, vol. 4, no. 2-3, pp. 225–244, 2000.
  55. Energy conserving formulation of non-linear constraints in flexible multibody systems, European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2000, pp. , 2000.
  56. Dynamic analysis of rigid and deformable multibody systems with penalty methods and energy-momentum schemes, Computer Methods in Applied Mechanics and Engineering, vol. 188, no. 4, pp. 789–804, 2000.
  57. Large 10 m diameter telescope for the Roque de los Muchachos Observatory on La Palma island in the Grand Canaries (Spain), Journal of Constructional Steel Research, vol. 46, no. 1-3, pp. 348–352, 1998.