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Vehicle-bridge interaction dynamics : with applications to high-speed railways /
The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
River Edge, NJ :
World Scientific,
©2004.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- 1. Introduction
- 2. Impact response of simply-supported beams
- 3. Impact response of railway bridges with elastic bearings
- 4. Mechanism of resonance and cancellation for elastically-supported beams
- 5. Curved beams subjected to vertical and horizontal moving loads
- 6. Vehicle-bridge interaction element based on dynamic condensation
- 7. Vehicle-bridge interaction element considering pitching effect
- 8. Modeling of vehicle-bridge interactions by the concept of contact forces
- 9. Vehicle
- rails
- bridge interaction
- two-dimensional modeling
- 10. Vehicle
- rails
- bridge interaction
- three-dimensional modeling
- 11. Stability of trains moving over bridges shaken by earthquakes
- App. A. Derivation of response function [pi][subscript 1] in Eq. (2.55)
- App. B. Newmark's [beta] method
- App. C. Vertical frequency of vibration of curved beam
- App. D. Horizontal frequency of vibration of curved beam
- App. E. Derivation of residual vibration for curved beam in Eq. (5.53)
- App. F. Beam element and structural damping matrix
- App. G. Partitioned matrices and vector for vehicle. Eq. (9.4)
- App. H. Related matrices and vectors for CFR element
- App. I. Related matrices and vectors for 3D vehicle model
- App. J. Mass and stiffness matrices for rail and bridge elements.