Acciones Dinámicas Tráfico Ferroviario Viaductos Alta Velocidad. 2011. José María Goicolea
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Resumen:
1. Motivacion
2. Respuesta dinámica y modelos de cálculo Cargas de Tráfico Comprobaciones y modelos
3. Normatica reciente Trenes reales, HSLM y trenes tipo Eurocodigos EN1991-2, EN1990/A1 Interoperabilidad en la Red TransEuropea: ETI-INF Instruccion Española IAPF-2007 y Anejos Naconales
4. Investigacion sobre dinamica de estructuras y traco ferroviario Dinamica transversal de vehculos ferroviarios sobre viaductos
5. Comentarios finales
Más documentación.
Resumen:
1. Motivacion
2. Respuesta dinámica y modelos de cálculo Cargas de Tráfico Comprobaciones y modelos
3. Normatica reciente Trenes reales, HSLM y trenes tipo Eurocodigos EN1991-2, EN1990/A1 Interoperabilidad en la Red TransEuropea: ETI-INF Instruccion Española IAPF-2007 y Anejos Naconales
4. Investigacion sobre dinamica de estructuras y traco ferroviario Dinamica transversal de vehculos ferroviarios sobre viaductos
5. Comentarios finales
Más documentación.
Accuracy Response Single Degree Freedom Systems. 1997. Ebeling, Green & French - USACE
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Introduction:
This report summarizes the results of an assessment of the accuracy of response of six numerical step-by-step procedures used in computational structural dynamics. The six algorithms used in this study are representative of the different types of numerical procedures used to compute the dynamic structural response to a time-dependent loading history. The time-dependent loading envisioned in this research is that of the motion of the ground below a discrete structural model and is expressed in terms of a ground acceleration time-history. The dynamic structural response for each structural model used in this study is characterized by the computed response time-histories of accelerations, velocities, and displacements.
Más documentación.
Introduction:
This report summarizes the results of an assessment of the accuracy of response of six numerical step-by-step procedures used in computational structural dynamics. The six algorithms used in this study are representative of the different types of numerical procedures used to compute the dynamic structural response to a time-dependent loading history. The time-dependent loading envisioned in this research is that of the motion of the ground below a discrete structural model and is expressed in terms of a ground acceleration time-history. The dynamic structural response for each structural model used in this study is characterized by the computed response time-histories of accelerations, velocities, and displacements.
Más documentación.
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