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[null,"1.","Record Nr.",null,"UNINA9910450202803321"]
[null,null,"Autore",null,"Yang Yeong-Bin <1954->"]
[null,null,"Titolo",null,"Vehicle-bridge interaction dynamics [[electronic resource] ] : with applications to high-speed railways / / Y.B. Yang, J.D. Yau, Y.S. Wu"]
[null,null,"Pubbl/distr/stampa",null,"River Edge, NJ ; ; London, : World Scientific, c2004"]
[null,null,"ISBN",null,"1-281-87728-X"]
[{"$nulls":4},"9786611877286"]
[{"$nulls":4},"1-61583-071-5"]
[{"$nulls":4},"981-256-717-8"]
[null,null,"Descrizione fisica",null,"1 online resource (565 p.)"]
[null,null,"Disciplina",null,"624.25"]
[null,null,"Soggetti",null,"High speed trains - Dynamics"]
[{"$nulls":4},"Railroad bridges - Design and construction"]
[{"$nulls":4},"Bridges - Live loads"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references (p. 513-525) and index."]
[null,null,"Nota di contenuto",null,"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)"]
[{"$nulls":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"]
[null,null,null,"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 thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds."]