LEADER 03257nam 2200673Ia 450 001 9910450202803321 005 20200520144314.0 010 $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(PPN)15057200X 035 $a(Au-PeEL)EBL244245 035 $a(CaPaEBR)ebr10106572 035 $a(CaONFJC)MIL187728 035 $a(EXLCZ)991000000000247286 100 $a20041216d2004 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aVehicle-bridge interaction dynamics$b[electronic resource] $ewith applications to high-speed railways /$fY.B. Yang, J.D. Yau, Y.S. Wu 210 $aRiver Edge, NJ ;$aLondon $cWorld Scientific$dc2004 215 $a1 online resource (565 p.) 300 $aDescription based upon print version of record. 311 $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 ElementAppendix 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 608 $aElectronic books. 615 0$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 $a9910450202803321 996 $aVehicle-bridge interaction dynamics$9104031 997 $aUNINA LEADER 00868nam a2200265 i 4500 001 991000901469707536 005 20020507103005.0 008 951128s1966 ne ||| | eng 035 $ab1014576x-39ule_inst 035 $aLE00638852$9ExL 040 $aDip.to Fisica$bita 084 $a52.9.536 084 $a523.8 084 $aQB801 100 1 $aUnderhill, A.$0461723 245 14$aThe early type stars /$cA. Underhill 260 $aDordrecht :$bD. Reidel Publ. Co.,$c1966 300 $axiii, 282 p. :$bill. ;$c25 cm. 650 4$aEarly stars 907 $a.b1014576x$b21-09-06$c27-06-02 912 $a991000901469707536 945 $aLE006 52.9.53+52.9.55 UND$g1$i2006000028981$lle006$o-$pE0.00$q-$rl$s- $t0$u0$v0$w0$x0$y.i10173419$z27-06-02 996 $aEarly type stars$9186203 997 $aUNISALENTO 998 $ale006$b01-01-95$cm$da $e-$feng$gne $h4$i1