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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 |
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| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Singapore :
World Scientific,
2004.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Preface; Acknowledgments; List of Symbols; 1. Introduction; Part I Moving Load Problems; Part II Interaction Dynamics Problems; Appendix A Derivation of Response Function P1 in Eq. (2.55); Appendix B Newmark's ß Method; Appendix C Vertical Frequency of Vibration of Curved Beam; Appendix D Horizontal Frequency of Vibration of Curved Beam; Appendix E Derivation of Residual Vibration for Curved Beam in Eq. (5.53); Appendix F Beam Element and Structural Damping Matrix; Appendix G Partitioned Matrices and Vector for Vehicle, Eq. (9.4).
- Appendix H Related Matrices and Vectors for CFR ElementAppendix I Related Matrices and Vectors for 3D Vehicle Model; Appendix J Mass and Stiffness Matrices for Rail and Bridge Elements; References; Subject Index.