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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 |
MARC
| LEADER | 00000cam a2200000Mi 4500 | ||
|---|---|---|---|
| 001 | EBOOKCENTRAL_ocn475965266 | ||
| 003 | OCoLC | ||
| 005 | 20240329122006.0 | ||
| 006 | m o d | ||
| 007 | cr mn|---||||| | ||
| 008 | 091207s2004 si ob 001 0 eng d | ||
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| 020 | |a 9789812567178 |q (electronic bk.) | ||
| 020 | |a 9812567178 |q (electronic bk.) | ||
| 020 | |z 9812388478 | ||
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| 029 | 1 | |a DEBBG |b BV044082187 | |
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| 029 | 1 | |a ZWZ |b 15057200X | |
| 035 | |a (OCoLC)475965266 | ||
| 050 | 4 | |a TF1460 .Y36 2004eb | |
| 082 | 0 | 4 | |a 624.2 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Yang, Y. B. | |
| 245 | 1 | 0 | |a Vehicle-bridge Interaction Dynamics : |b With Applications To High-speed Railways. |
| 260 | |a Singapore : |b World Scientific, |c 2004. | ||
| 300 | |a 1 online resource (565 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 520 | |a 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 important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds. | ||
| 588 | 0 | |a Print version record. | |
| 504 | |a Includes bibliographical references (pages 513-525) and index. | ||
| 505 | 0 | |a 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). | |
| 505 | 8 | |a 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. | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Bridges |x Live loads. | |
| 650 | 0 | |a High speed trains |x Dynamics. | |
| 650 | 0 | |a Railroad bridges |x Design and construction. | |
| 650 | 6 | |a Ponts |x Charges dynamiques. | |
| 650 | 6 | |a Trains à grande vitesse |x Dynamique. | |
| 650 | 7 | |a Bridges |x Live loads |2 fast | |
| 650 | 7 | |a High speed trains |x Dynamics |2 fast | |
| 650 | 7 | |a Railroad bridges |x Design and construction |2 fast | |
| 700 | 1 | |a Yau, J. D. | |
| 700 | 1 | |a Wu, Y. S. | |
| 758 | |i has work: |a Vehicle-bridge interaction dynamics (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFRH63cRghY6pVmYT33qgq |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 1 | |z 9789812388476 | |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=244245 |z Texto completo |
| 938 | |a EBL - Ebook Library |b EBLB |n EBL244245 | ||
| 994 | |a 92 |b IZTAP | ||