LEADER 00983cam0-2200337---450- 001 990005631560403321 005 20101007100953.0 035 $a000563156 035 $aFED01000563156 035 $a(Aleph)000563156FED01 035 $a000563156 100 $a19990604d1973----km-y0itay50------ba 101 0 $afre 102 $aFR 105 $aa-------001yy 200 1 $a<>roman tardif et le premier gothique$fpar Franz H. Gerhard 210 $aParis$cAlbin Michel$dc1973 215 $a283 p.$cill.$d23 cm 225 1 $a<>art dans le monde. Fondaments historiques, sociologiques et religieux 610 0 $aArte romanica 610 0 $aArte gotica 676 $a709.0216 676 $a709.022 700 1$aFranz,$bH. Gerhard$0401143 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990005631560403321 952 $a709.021 FRA 2$bST. ARTE 11619$fFLFBC 959 $aFLFBC 996 $aRoman tardif et le premier gothique$9605193 997 $aUNINA LEADER 03277nam 2200673Ia 450 001 9910783642103321 005 20230313220500.0 010 $a1-281-87728-X 010 $a9786611877286 010 $a1-61583-071-5 010 $a981-256-717-8 035 $a(CKB)1000000000247286 035 $a(EBL)244245 035 $a(OCoLC)475965266 035 $a(SSID)ssj0000073170 035 $a(PQKBManifestationID)11118638 035 $a(PQKBTitleCode)TC0000073170 035 $a(PQKBWorkID)10116141 035 $a(PQKB)11073695 035 $a(MiAaPQ)EBC244245 035 $a(WSP)00005541 035 $a(Au-PeEL)EBL244245 035 $a(CaPaEBR)ebr10106572 035 $a(CaONFJC)MIL187728 035 $a(PPN)15057200X 035 $a(EXLCZ)991000000000247286 100 $a20041216h20042004 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aVehicle-bridge interaction dynamics $ewith applications to high-speed railways /$fY.B. Yang, J.D. Yau, Y.S. Wu 210 1$aRiver Edge, NJ :$cWorld Scientific,$dc2004. 210 4$a©2004 215 $a1 online resource (xxxiv, 530 pages) $cillustrations 300 $aDescription based upon print version of record. 311 0 $a981-238-847-8 320 $aIncludes bibliographical references (p. 513-525) and index. 327 $aContents; 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) 327 $aAppendix 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 330 $aThe 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. 606 $aHigh speed trains$xDynamics 606 $aRailroad bridges$xDesign and construction 606 $aBridges$xLive loads 615 0$aHigh speed trains$xDynamics. 615 0$aRailroad bridges$xDesign and construction. 615 0$aBridges$xLive loads. 676 $a624.25 700 $aYang$b Yeong-Bin$f1954-$0447763 701 $aYao$b Zhongda$0447765 701 $aWu$b Y. S$0447764 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910783642103321 996 $aVehicle-bridge interaction dynamics$9104031 997 $aUNINA