APPLICATION OF DIFFERENTIAL TRANSFORM IN FREE VIBRATION ANALYSIS OF TIMOSHENKO BEAMS RESTING ON TWO-PARAMETER ELASTIC FOUNDATION
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Reza Attarnejad | Ahmad Shahba | Shabnam Jandaghi | Semnani | R. Attarnejad | A. Shahba | S. Jandaghi
[1] Yusuf Ayvaz,et al. APPLICATION OF MODIFIED VLASOV MODEL TO FREE VIBRATION ANALYSIS OF BEAMS RESTING ON ELASTIC FOUNDATIONS , 2002 .
[2] Moshe Eisenberger,et al. Analysis of beams on nonlinear winkler foundation , 1989 .
[3] M. A. De Rosa,et al. Free vibrations of Timoshenko beams on two-parameter elastic foundation , 1995 .
[4] N. M. Auciello,et al. A general solution for dynamic response of axially loaded non-uniform Timoshenko beams , 2004 .
[5] P. Ruta,et al. The application of Chebyshev polynomials to the solution of the nonprismatic Timoshenko beam vibration problem , 2006 .
[6] P. L. Pasternak. On a new method of analysis of an elastic foundation by means of two foundation constants , 1954 .
[7] S. Çatal. Solution of free vibration equations of beam on elastic soil by using differential transform method , 2008 .
[8] Cha'o-Kuang Chen,et al. Analysis of general elastically end restrained non-uniform beams using differential transform , 1998 .
[9] Moshe Eisenberger,et al. Dynamic stiffness matrix for variable cross-section Timoshenko beams , 1995 .
[10] M. N. Mahmood,et al. NONLINEAR DYNAMIC ANALYSIS OF FRAMED STRUCTURES INCLUDING SOIL-STRUCTURE INTERACTION EFFECTS , 2008 .
[11] Konstantinos Morfidis. Exact matrices for beams on three-parameter elastic foundation , 2007 .
[12] Chang-New Chen,et al. Dqem vibration analyses of non-prismatic shear deformable beams resting on elastic foundations , 2002 .
[13] J. Dario Aristizabal-Ochoa,et al. Timoshenko beam-column with generalized end conditions on elastic foundation : Dynamic-stiffness matrix and load vector , 2008 .
[14] Ioannis Avramidis,et al. Bending of beams on three-parameter elastic foundation , 2006 .
[15] Sen-Yung Lee,et al. Static analysis of nonuniform Timoshenko beams , 1993 .
[16] Müge Balkaya,et al. Analysis of the vibration of an elastic beam supported on elastic soil using the differential transform method , 2009 .
[17] Chang-New Chen,et al. Vibration of prismatic beam on an elastic foundation by the differential quadrature element method , 2000 .
[18] Moshe Eisenberger,et al. Analysis of a beam column on elastic foundation , 1986 .
[19] F. Romano,et al. Deflections of Timoshenko beam with varying cross-section , 1996 .
[20] A. A. Al-Qaisia. NON-LINEAR DYNAMICS OF A ROTATING BEAM CLAMPED WITH AN ATTACHMENT ANGLE AND CARRYING AN INERTIA ELEMENT , 2004 .
[21] M. O. Kaya,et al. Flapwise bending vibration analysis of a rotating double-tapered Timoshenko beam , 2008 .
[22] Chung C. Fu,et al. Exact Solutions for Free Vibration Analysis of Non-Symmetric Curved Beam on Two-Types of Elastic Foundation , 2006 .
[23] J. R. Banerjee,et al. Exact Bernoulli–Euler dynamic stiffness matrix for a range of tapered beams , 1985 .
[24] Peter Ruge,et al. A comparison of infinite Timoshenko and Euler–Bernoulli beam models on Winkler foundation in the frequency- and time-domain , 2007 .
[25] J. R. Banerjee,et al. Exact Bernoulli‐Euler static stiffness matrix for a range of tapered beam‐columns , 1986 .
[26] Moon-Young Kim,et al. Exact dynamic stiffness matrix of non-symmetric thin-walled beams on elastic foundation using power series method , 2005, Adv. Eng. Softw..
[27] Arnold D. Kerr,et al. A study of a new foundation model , 1965 .
[28] M. A. De Rosa,et al. Two approaches to the dynamic analysis of foundation beams subjected to subtangential forces , 2004 .