[1].Wong J.Y., 2001, Theory of ground vehicles, John Wiley & Sons Inc, New York, Third Edition.
[2].Jazar R.N., 2008, Vehicle Dynamics: Theory and Applications, Springer.
[3]. Ellis B.R., Ji T., 1997, Human–structure interaction in vertical vibrations, In: Proceedings of the Institution of Civil Engineers—Structures and Buildings 122(1): 1–9.
[4].Snowdon J.C., 1966,Vibration of cantilever beams to which dynamic absorbers are attached, Journal of Acoustic Society of America 39: 878.
[5].Lee H.P.,1996, Dynamic response of a beam with a moving mass, Journal of Sound and Vibration 191: 289-294.
[6].Mofid M., Tehranchi A., Ostadhossein A., 2010, On the viscoelastic beam subjected to moving mass, Advance in Engineering Software 41(2): 240-247.
[7].Bulut H., Kelesoglu O., 2010, Comparing numerical methods for response of beams with moving mass, Advances in Engineering Software 41(7-8): 976-980.
[8].Garinei A., 2006, Vibrations of simple beam-like modelled bridge under harmonic moving loads, International Journal of Engineering Science 44(11-12):778-787.
[9].Şimşek M., Kocatürk T., 2009, Free and forced vibration of a functionally graded beam subjected to a concentrated moving harmonic load, Composite Structures 90(4): 465-473.
[10]. Raftoyiannis I.G., Avraam T.P., Michaltsos G.T., 2014, Analytical models of floating bridges under moving loads, Engineering Structures 68(1): 144-154.
[11]. Şimşek M., 2010, Non-linear vibration analysis of a functionally graded Timoshenko beam under action of a moving harmonic load, Composite Structures 92(10): 2532-2546.
[12]. Wang Y.-M., Chen C.-H., 2012, The transient dynamics of a moving mass traveling on an eccentric path along a finite simple supported inextensible beam, International Journal of Mechanical Sciences 55(1): 118-128.
[13]. Turhan O., 2000, On the fundamental frequency of beams carrying a point mass: Rayleigh approximation versus exact solutions, Journal of Sound and Vibration 230(2): 449-459.
[14]. Chiba M., Sugimoto T.,2003, Vibration characteristics of a cantilever plate with attached spring–mass system, Journal of Sound and Vibration 260(2):237–263.
[15]. Zhang D., CowinS.C., Oscillatory bending of a poroelastic beam, Journal of Mechanics and Physics of Solids42(10): 1575–1599.
[16]. Wang Z.H., Prevost J.H., Coussy O., 2009, Bending of fluid-saturated poroelastic beams with compressible constitutes, International Journalfor Numericaland AnalyticalMethods in Geomechanics 33(4): 425–447.
[17]. Li L.P., Schulgasser K., Cederbaum G., 1998, Large deflection analysis of poroelastic beams, International Journal of Non-Linear Mechanics 33(1): 1-14.
[18]. Biot M.A., 1941, General theory of three-dimensional consolidation, Journal of Applied Physics 12: 155–164.
[19]. Cederbaum G., Li L., Schulgasser K., 2000, Poroelastic structures, Elsevier Science Ltd., Oxford, UK.
[20]. de Boer R., 2003, Reflections on the development of the theory of porous media, AppliedMechanics Reviews 56(6): 27–42.
[21]. Schrefler B.A., 2002, Mechanics and thermodynamics of saturated/unsaturated porous materials and quantitative solution, Applied Mechanics Reviews 55(4): 351–388.
[22]. Yang X., Li L., 2006, Mathematical model for dynamics of incompressible saturated poroelastic beam and rod (in Chinese), Acta Mech Solida Sinica 27: 159–166.
[23]. Yang X., Wen Q., 2010, Dynamic and quasi-static bending of saturated poroelastic Timoshenko cantilever beam, Applied Mathematics and Mechanics-English Edition 31(8): 995–1008.
[24]. Yi Y., Li L., Xiao Y., 2009, Quasi-static and dynamical bending of a cantilever poroelastic beam, Journal of Shanghai University (English Ed) 13(3): 189–196.
[25]. Niskos D., Theodorakopoulos D., 1994, Flexural vibrations of poroelastic plate, Acta Mechanica 103: 191–203.
[26]. Busse A., Schanz M., Antes B., 2003, A poroelastic Mindlin-plate, Proceedings in Applied Mathematics and Mechanics3(1):260–261.
[27]. Yang S.S.G.Y.X., 2010, Mathematical model for dynamic of incompressible saturated poroelastic Timoshenko beam, Chinese Journal of Solid Mechanics 2010-4.
[28]. Pakdemirli M., Boyaci H., 2002, Effect of non-ideal boundary conditions on the vibrations of continuous systems, Journal of Sound and Vibration 249(4): 815–823.
[29]. Pakdemirli M., Boyaci H., 2003, Non-linear vibrations of a simple–simple beam with a non-ideal support in between, Journal of Sound and Vibration 268(2): 331–341.
[30]. Aydogdu M., Ece M.C., 2006, Buckling and vibration of non-ideal simply supported rectangular isotropic plates, Mechanics Research Communication 33(4):532–540.
[31]. Malekzadeh K., Khalili S.M.R., Abbaspour P., 2010, Vibration of non-ideal simply supported laminated plate on an elastic foundation subjected to in-plane stresses, Composite Structures 92(6): 1478–1484.
[32]. Boyacı H., 2007, Beam vibrations with non-ideal boundary conditions, Springer Proceedings in Physics 111: 97-102.
[33]. Eigoli A.K., Ahmadian M.T., 2011, Nonlinear vibration of beams under nonideal boundary conditions, Acta Mechanica 218(3-4): 259-267.
[34]. Zarfam R., Khaloo A.R., Nikkhoo A., 2013, On the response spectrum of Euler–Bernoulli beams with a moving mass and horizontal support excitation, Mechanics Research Communication 47 :77-83.
[35]. Rao S., 2010, Mechanical vibrations, Prentice Hall, Fifth Edition.
[36]. Sneddon I.N., 1972, The use of integral transforms, McGraw-Hill.
[37]. Fryba L., 1999, Vibration of solids and structures under moving loads, Groningen. Thomas Telford Ltd., London, Third Edition.
