1 |
Langer, J. and Klasztorny, M. (1986), "Analysis of one-step methods for numerical integration of equations of motion", Mech. Comput., Polish Academy of Sciences Press, 6, 51-71. (in Polish)
|
2 |
Liu, M.F., Chang, T.P. and Zeng, D.Y. (2011), "The interactive vibration behavior in a suspension bridge system under moving vehicle loads and vertical seismic excitations", Appl. Math. Model., 35(1), 398-411.
DOI
ScienceOn
|
3 |
Muscolino, G., Dalmeri, A. and Sofi, A. (2009), "Absolute versus relative formulations of the moving oscillator problem", Int. J. Solids Struct., 46(5), 1085-1094.
DOI
ScienceOn
|
4 |
Newmark, N.M. (1959), "A method of computation for structural dynamics", J. Eng. Mech. Div.-ASCE, 85(3), 67-94.
|
5 |
Nelson, H.D. and Conover, R.A. (19710, "Dynamic stability of a beam carrying moving masses", ASME J. Appl. Mech., 38, 1003-1006.
DOI
|
6 |
Podworna, M. (2004), "Determination of the design model for simulating vibrations of steel beam bridges under moving trains", Arch. Civil Mech. Eng., 4(1), 57-69.
|
7 |
Podworna, M. (2005a), "Vertical vibrations of steel beam bridges induced by trains moving at high speeds. Part 1 - theory", Arch. Civil Eng., 51(2), 179-209.
|
8 |
Podworna, M. (2005b), "Vertical vibrations of steel beam bridges induced by trains moving at high speeds. Part 2 - numerical analysis", Arch. Civil Eng., 51(2), 211-231.
|
9 |
Podworna, M. (2010), "Dynamics of a bridge beam under a stream of moving elements. Part 2 - Numerical simulations", Struct. Eng. Mech., 38(3), 301-314.
|
10 |
Wu, S.Q. and Law, S.S. (2010), "Dynamic analysis of bridge-vehicle system with uncertainties based on the finite element model", Prob. Eng. Mech., 25(4), 425-432.
DOI
ScienceOn
|
11 |
Yang, Y.B., Yau, J.D. and Hsu, L.C. (1997), "Vibrations of simple beams due to trains moving at high speeds", Eng. Struct., 19(11), 936-944.
DOI
ScienceOn
|
12 |
Yau, J.D., Wu, Y.S. and Yang, Y.B. (2001), "Impact response of bridges with elastic bearings to moving loads", J. Sound Vib., 248(1), 9-30.
DOI
ScienceOn
|
13 |
Yau, J.D. and Frýba, L. (2007), "Response of suspended beams due to moving loads and vertical seismic ground excitations", Eng. Struct., 29(12), 3255-3262.
DOI
ScienceOn
|
14 |
Yau, J.D. and Yang, Y.B. (2008), "Vibration of a suspension bridge installed with a water pipeline and subjected to moving trains", Eng. Struct., 30(3), 632-642.
DOI
ScienceOn
|
15 |
Yau, J.D. (2009), "Response of a train moving on multi-span railway bridges undergoing ground settlement", Eng. Struct., 31(9), 2115-2122.
DOI
ScienceOn
|
16 |
Cojocaru, E.C., Irschik, H. and Gattringer, H. (2004), "Dynamic response of an elastic bridge due to a moving elastic beam", Comp. Struct., 82(11-12), 931-943.
DOI
ScienceOn
|
17 |
Benedetti, G.A. (1974), "Dynamic stability of a beam loaded by a sequence of moving mass particles", ASME J. Appl. Mech., 41, 1069-1071.
DOI
|
18 |
Bilello, C., Di Paola, M. and Salamone, S. (2008), "A correction method for the analysis of continuous linear one-dimensional systems under moving loads", J. Sound Vib., 315(1-2), 226-238.
DOI
ScienceOn
|
19 |
Cheng, Y.S., Au, F.T.K. and Cheung, Y.K. (2001), "Vibration of railway bridges under a moving train by using bridge-track-vehicle element", Eng. Struct., 23, 1597-1606.
DOI
ScienceOn
|
20 |
Chu, K.H., Dhar, C.L. and Garg, V.K. (1979), "Railway - bridge impact: simplified train and bridge model", ASCE J. Struct. Div., 105(9), 1823-1844.
|
21 |
De Salvo, V., Muscolino, G. and Palmeri, A. (2010), "A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads", J. Sound Vib., 329(15), 3101-3120.
DOI
ScienceOn
|
22 |
Fryba, L. (2001), "A rough assessment of railway bridges for high speed trains", Eng. Struct., 23, 548-556.
DOI
ScienceOn
|
23 |
Fryba, L. and Yau, J.D. (2009), "Suspended bridges subjected to moving loads and support motions due to earthquake", J. Sound Vib., 319(1-2), 218-227.
DOI
ScienceOn
|
24 |
Garinei, A. (2006), "Vibrations of simple beam-like modelled bridge under harmonic moving loads", Int. J. Eng. Sci., 44(11-12), 778-787.
DOI
ScienceOn
|
25 |
Klasztorny, M. (2005), Dynamics of Beam Bridges Loaded by High-speed Trains, WNT Press, Warsaw. (in Polish)
|
26 |
Klasztorny, M. (1986), "Dynamic stability of bridge structures under inertial moving loads", Eng. Trans., 34(3), 215-231. (in Polish)
|
27 |
Klasztorny, M. and Langer J. (1990), "Dynamic response of single-span beam bridges to series of moving loads", Earthq. Eng. Struct. D., 19(8), 1107-1124.
DOI
|
28 |
Klasztorny, M. (2001), "Vertical vibrations of a multi-span beam steel bridge induced by a superfast passenger train", Struct. Eng. Mech., 12(3), 267-281.
DOI
|
29 |
Langer, J. and Klasztorny, M. (1981), "Vibrations of the complex beam system under a cyclic inertial moving load", Arch. Civil Eng., 27(2), 261-279. (in Polish)
|
30 |
Langer, J. (1980), Dynamics of Structures, Wroclaw Univ. Technol. Press, Wroclaw. (in Polish)
|