[1] Sun L (2001) A closed-form solution of a Bernoulli-Euler Beam on a viscoelastic foundation under harmonic line loads. J Sound Vib 242(4): 619-627.
[2] Basu D, Kameswara Rao NSV (2013) Analytical solutions for Euler–Bernoulli beam on visco-elastic foundation subjected to moving load. Int J Numer Anal Meth Geomech 37(8): 945-960.
[3] Wu Y, Gao Y (2015) Analytical solutions for simply supported viscously damped double-beam system under moving harmonic loads. J Eng Mech 141(7): 04015004.
[4] Pavlović R, Kozić P, Pavlović I (2012) Dynamic stability and instability of a double-beam system subjected to random forces. Int J Mec Sci 62(1): 111-119.
[5] Li YX, Hu ZJ, Sun LZ (2016) Dynamical behavior of a double-beam system interconnected by a viscoelastic layer. Inter J Mech Sci 105: 291-303.
[6] Mathews PM (1959) Vibrations of a beam on elastic foundation II. J Appl Math Mech Z Angew Math Mech 39(1-2): 13-19.
[7] Chonan S (1978) Moving harmonic load on an elastically supported timoshenko beam. J Appl Math Mech Z Angew Math Mech 58(1): 9-15.
[8] Felszeghy SF (1996) The Timoshenko Beam on an elastic foundation and subject to a moving step load, Part 1: Steady-State Response. J Vib Acoust 118(3): 277-284.
[9] Sun L (2003) An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads. Int J Numer Anal Meth Geomech 27(1): 69-84.
[10] Muscolino G, Palmeri A (2007) Response of beams resting on viscoelastically damped foundation to moving oscillators. Int J Solid Struct 44(5): 1317-1336.
[11] Bogacz R, Frischmuth K (2009) Vibration in sets of beams and plates induced by traveling loads. Arch Appl Mech 79(6): 509-516.
[12] Zhen B, Luo W, Xu J (2014) Analysis of critical velocities for an Infinite Timoshenko beam resting on an elastic foundation subjected to a harmonic moving load. Shock Vib 2014: 9.
[13] Seelig JM, Hoppmann IWH (1964) Impact on an elastically connected double-beam System. J Appl Mech 31(4): 621-626.
[14] Chonan S (1976) Dynamical behaviours of elastically connected double-beam systems subjected to an impulsive load. Bulletin of the JSME 19(132).
[15] Irie T, Yamada G, Kobayashi Y (1982) The steady‐state response of an internally damped double‐beam system interconnected by several springs. J Acoust Soc Am 71(5): 1155-1162.
[16] Hamada TR, Nakayama HD, Hayashi K (1983) Free and forced vibrations of elastically connected double-beam systems. Bulletin of the JSME 26(221).
[17] Oniszczuk Z (2000) Free transverse vibrations of elastically connected simply supported double-beam complex system. J Sound Vib 232(2): 387-403.
[18] Oniszczuk Z (2003) Forced transverse vibrations of an elastically connected complex simply supported double-beam system. J Sound Vib 264(2): 273-286.
[19] Li J, Hua H (2007) Spectral finite element analysis of elastically connected double-beam systems. Finite Elem Anal Des 43(15): 1155-1168.
[20] Zhang YQ, Lu Y, Ma GW (2008) Effect of compressive axial load on forced transverse vibrations of a double-beam system. Int J Mech Sci 50(2): 299-305.
[21] Kessel PG (1966) Resonances excited in an elastically connected double‐beam system by a cyclic moving load. J Acoust Soc Am 40(3): 684-687.
[22] Li YX, Sun LZ (2016) Transverse vibration of an undamped elastically connected double-beam system with arbitrary boundary conditions. J Eng Mech 142(2).
[23] Foroozande S, Ariaei A (2016) Vibration analysis of multiple parallel Timoshenko beams with intermediate flexible connections subjected to a moving mass. Journal of Solid and Fluid Mechanics 6(2): 69-86. (in Persian)
[24] Chen YH, Sheu JT (1994) Dynamic characteristics of layered beam with flexible core. J Vib Acoust 116(3): 350-356.
[25] Chen YH, Sheu JT (1995) Beam on viscoelastic foundation and layered beam. J Eng Mech 121(2).
[26] Chen YH, Lin CY (1998) Structutal analysis and optimal design of a dymamic absorbing beam. J Sound Vib 212(5): 759-769.
[27] Vu HV, OrdÓÑEz AM, Karnopp BH (2000) Vibration of a double-beam system. J Sound Vib 229(4): 807-822.
[28] Abu-Hilal M (2006) Dynamic response of a double Euler–Bernoulli beam due to a moving constant load. J Sound Vib 297(3-5): 477-491.
[29] Palmeri A, Adhikari S (2011) A Galerkin-type state-space approach for transverse vibrations of slender double-beam systems with viscoelastic inner layer. J Sound Vib 330: 6372-6386.
[30] Abd MY, Putra A, Jalil NAA, Noorzaei J (2012) Effects of structural parameters on the dynamics of a beam structure with a beam-type vibration absorber. Adv Acoust Vib 2012: 10.
[31] Dublin M, Friedrich HR (1956) Forced responses of two elastic beams interconnected by spring-damper systems. J Aeronaut Sci 23(9): 824-829.
[32] Aida T, Toda S, Ogawa N, Imada Y (1992) Vibration control of beams by beam-type dynamic vibration absorbers. J Eng Mech 118(2).