|
|
|
|
|
|
|
|
1. |
Record Nr. |
UNINA9910820962203321 |
|
|
Autore |
Yang Yeong-Bin <1954-> |
|
|
Titolo |
Vehicle-bridge interaction dynamics : with applications to high-speed railways / / Y.B. Yang, J.D. Yau, Y.S. Wu |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
River Edge, NJ ; ; London, : World Scientific, c2004 |
|
|
|
|
|
|
|
ISBN |
|
1-281-87728-X |
9786611877286 |
1-61583-071-5 |
981-256-717-8 |
|
|
|
|
|
|
|
|
Edizione |
[1st ed.] |
|
|
|
|
|
Descrizione fisica |
|
1 online resource (xxxiv, 530 pages) : illustrations |
|
|
|
|
|
|
Altri autori (Persone) |
|
|
|
|
|
|
|
|
Disciplina |
|
|
|
|
|
|
Soggetti |
|
High speed trains - Dynamics |
Railroad bridges - Design and construction |
Bridges - Live loads |
|
|
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Note generali |
|
Description based upon print version of record. |
|
|
|
|
|
|
Nota di bibliografia |
|
Includes bibliographical references (p. 513-525) and index. |
|
|
|
|
|
|
Nota di contenuto |
|
Contents; 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 Element Appendix I Related Matrices and Vectors for 3D Vehicle Model; Appendix J Mass and Stiffness Matrices for Rail and Bridge Elements; References; Subject Index |
|
|
|
|
|
|
|
|
Sommario/riassunto |
|
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 |
|
|
|
|