1 |
Bapat, C.N. and Bapat, C. (1987), 'Natural frequencies of a beam with non-classical boundary conditions and concentrated masses', J. Sound Vib., 112(1), 177-182
DOI
ScienceOn
|
2 |
Bathe, K.J. (1982), Finite Element Procedures in Engineering Analysis, Prentice-Hall, Inc., Englewood Cliffs, and New Jersey
|
3 |
Cha, P.D. (2001), 'Natural frequencies of a linear elastica carrying any number of sprung masses', J. Sound Vib., 247(1), 185-194
DOI
ScienceOn
|
4 |
Chen, D.W. (2001), 'Exact solutions for the natural frequencies and mode shapes of the uniform and nonuniform beams carrying multiple various concentrated elements by numerical assembly method', PhD Thesis, Department of Naval Architecture and Marine Engineering, National Cheng-Kung University, Tainan, Taiwan, R.O.C
|
5 |
Gupta, G.S. (1970), 'Natural flexural waves and the normal modes of periodically supported beams and plates', J. Sound Vib., 13(1), 89-101
DOI
ScienceOn
|
6 |
Gurgoze, M. (1984), 'A note on the vibration of restrained beams and rods with point masses', J. Sound Vib., 96(4), 461-468
DOI
ScienceOn
|
7 |
Gurgoze, M. and Erol, H. (2002), 'On the frequency response function of a damped cantilever beam simply supported in-span and carrying a tip mass', J. Sound Vib., 255(3), 489-500
DOI
ScienceOn
|
8 |
Hamdan, M.N. and Abdel Latif, L. (1994), 'On the numerical convergence of discretization methods for the free vibrations of beams with attached inertia elements', J. Sound Vib., 169(4), 527-545
DOI
ScienceOn
|
9 |
Hamdan, M.N. and Jubran, R.A. (1991), 'Free and forced vibration of restrained uniform beam carrying an intermediate lumped mass and a rotary inertia', J. Sound Vib., 150(2), 203-216
DOI
ScienceOn
|
10 |
Karnovsky, LA. and Lebed, O.I. (2001), Formulas for Structural Dynamics, Tables, Graphs, and Solutions, McGraw Hill, New York
|
11 |
Lin, Y.K. and Yang, J.N. (1974), 'Free vibration of a disordered periodic beam', J. Appl. Mech., 3,383-391
|
12 |
Liu, W.H., Wu, J.R. and Huang, C.C. (1988), 'Free vibration of beams with elastically restrained edges and intermediate concentrated masses', J. Sound Vib., 122(2), 193-207
DOI
ScienceOn
|
13 |
Naguleswaran, S. (2003), 'Transverse vibration of an Euler-Bernoulli uniform beam on up to five resilient supports including ends', J. Sound Vib., 261, 372-384
DOI
ScienceOn
|
14 |
Meirovitch, L. (1967), Analytical Methods in Vibrations, Macmillan Company, London
|
15 |
Gurgoze, M. and Eral, H. (2001), 'Determination of the frequency response function of a cantilever beam simply supported in-span', J. Sound Vib., 247(2), 372-378
DOI
ScienceOn
|
16 |
Wu, J.S. and Chou, H.M. (1998), 'Free vibration analysis of a cantilever beams carrying any number of elastically mounted point masses with the analytical-and-numerical-combined method', J. Sound Vib., 213(2), 317-332
DOI
ScienceOn
|
17 |
Wu, J.S. and Chou, H.M. (1999), 'A new approach for determining the natural frequencies and mode shapes of a uniform beam carrying any number of sprung masses', J. Sound Vib., 220(3), 451-468
DOI
ScienceOn
|
18 |
Wu, J.S. and Lin, T.L. (1990), 'Free vibration analysis of a uniform cantilever beam with point masses by an analytical-and-numerical-combined method', J. Sound Vib., 136(2), 201-213
DOI
ScienceOn
|