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The green function method in frequency analysis of a beam with intermediate elastic supports
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S. KUKLA 1991 Journal of Sound and Vibration 149, 154-159. The Green function method in frequency analysis of a beam with intermediate elastic supports.
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C. N. BAPAT and C. BAPAT 1987 Journal of Sound and Vibration 112, 177-182. Natural frequencies of a beam with non-classical boundary conditions and concentrated masses.
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Frequency analysis of clamped-clamped uniform beams with intermediate elastic support
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K. KUKLA and B. POSIADAŁA 1994 Journal of Sound and Vibration 175, 557-564. Free vibrations of beams with elastically mounted masses.
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Use of lagrange multiplier formalism to analyze free vibrations of combined dynamical systems
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An additional evaluation of free vibrations of beam-mass systems
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M. J. MAURIZI and P. M. BELLÉS 1992 Journal of Sound and Vibration 154, 182-186. An additional evaluation of free vibrations of beam-mass systems.
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Vibration of a cantilever timoshenko beam with a tip mass
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H. ABRAMOVICH and O. HAMBURGER 1991 Journal of Sound and Vibration 148, 162-170. Vibration of a cantilever Timoshenko beam with a tip mass.
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H. ABRAMOVICH and O. HAMBURGER 1992 Journal of Sound and Vibration 154, 67-80. Vibration of a uniform cantilever Timoshenko beam with translational springs and with a tip mass.
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A method for vibration analysis of a tapered Timoshenko beam with constraint at any points and carrying a heavy tip body
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H. MATSUDA, C. MORITA and T. SAKIYAMA 1992 Journal of Sound and Vibration 158, 331-339. A method for vibration analysis of a tapered Timoshenko beam with constraint at any points and carrying a heavy tip body.
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S. H. FARGHALY 1994 Journal of Sound and Vibration 174, 591-605. Vibration and stability analysis of Timoshenko beams with discontinuities in cross-section.
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Influence of shear deformation and rotary inertia on vibration frequencies via Love's equations
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H. ABRAMOVICH and I. ELISHAKOFF 1990 Journal of Sound and Vibration 137, 516-522. Influence of shear deformation and rotary inertia on vibration frequencies via Love's equations.
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Vibrations of a mass-loaded clamped-free Timoshenko beam
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Bruch J.C., Jr.1
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