참고문헌
- Attar, M., Karrech, A. and Regenauer-Lieb, K. (2016), "Non-linear analysis of beam-like structures on unilateral foundations: A lattice spring model", Int. J. Solid. Struct., 88-89, 192-214. https://doi.org/10.1016/j.ijsolstr.2016.03.007.
- Bhattiprolu, U., Bajaj, A.K. and Davies, P. (2013), "An efficient solution methodology to study the response of a beam on viscoelastic and nonlinear unilateral foundation: Static response", Int. J. Solid. Struct., 50, 2328-2339. https://doi.org/10.1016/j.ijsolstr.2013.03.014.
- Bhattiprolu, U., Bajaj, A.K. and Davies, P. (2016), "Periodic response predictions of beams on nonlinear and viscoelastic unilateral foundations using incremental harmonic balance method", Int. J. Solid. Struct., 99, 28-39. https://doi.org/10.1016/j.ijsolstr.2016.08.009.
- Bhattiprolu, U., Davies, P. and Bajaj, A.K. (2014), "Static and dynamic response of beams on nonlinear viscoelastic unilateral foundations: A multimode approach", J. Vib. Acoust., 136, 031002. https://doi.org/10.1115/1.4026435.
- Celep, Z. (1988), "Circular plate on tensionless Winkler foundation", J. Eng. Mech., 114(10), 1723-1739. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:10(1723).
- Celep, Z. (1992), "Harmonic and seismic responses of a platecolumn system on a tensionless Winkler foundation", J. Sound Vib., 155(1), 47-53. https://doi.org/10.1016/0022-460X(92)90644-D.
- Celep, Z. and Demir, F. (2007), "Symmetrically loaded beam on a two-parameter tensionless foundation", Struct. Eng. Mech., 27(5), 555-574. https://doi.org/10.12989/sem.2007.27.5.555.
- Celep, Z. and Gencoglu, M. (2003), "Forced vibrations of rigid circular plate on a tensionless Winkler edge support", J. Sound Vib., 263, 945-953. https://doi.org/10.1016/S0022-460X(02)01472-4.
- Celep, Z. and Guler, K. (2004), "Static and dynamic responses of a rigid circular plate on a tensionless Winkler foundation", J. Sound Vib., 276(1-2), 449-458. https://doi.org/10.1016/j.jsv.2003.10.062.
- Celep, Z. and Turhan, D. (1990), "Axisymmetric vibrations of circular plates on tensionless elastic foundations", J. Appl. Mech., ASME, 57(3), 677-681. https://doi.org/10.1115/1.2897076.
- Celep, Z., Guler, K. and Demir, F. (2011), "Response of a completely free beam on a tensionless Pasternak foundation subjected to dynamic load", Struct. Eng. Mech., 37(1), 61-77. https://doi.org/10.12989/sem.2011.37.1.061.
- Celep, Z., Turhan, D. and Al-Zaid, R.Z. (1988a), "Circular elastic plates on elastic unilateral edge supports", J. Appl. Mech., ASME, 55(3), 624-628. https://doi.org/10.1115/1.3125839.
- Celep, Z., Turhan, D. and Al-Zaid, R.Z. (1988b), "Contact between a circular plate and a tensionless edge support", Int. J. Mech. Sci., 30 (10), 733-741. https://doi.org/10.1016/0020-7403(88)90038-0.
- Dempsey, J.P., Keer, L.M., Patel, N.B. and Glasser, M.L. (1984), "Contact between plates and unilateral supports", J. Appl. Mech., ASME, 51, 324-328. https://doi.org/10.1115/1.3167620.
- Guler, K. and Celep, Z. (1995), "Static and dynamic responses of a circular plate on a tensionless elastic foundation", J. Sound Vib., 183(2), 185-195. https://doi.org/10.1006/jsvi.1995.0248.
- Guler, K. and Celep, Z. (2005), "Response of a rectangular platecolumn system on a tensionless Winkler foundation subjected to static and dynamic loads", Struct. Eng. Mech., 21(6) 699-712. https://doi.org/10.12989/sem.2005.21.6.699.
- Hong, T., Teng, J.G. and Luo, Y.F. (1999), "Axisymmetric shells and plates on tensionless elastic foundations", Int. J. Solid. Struct., 36, 5277-5300. https://doi.org/10.1016/S0020-7683(98)00228-5.
- Ioakimidis, N.I. (2016), "Derivation of conditions of complete contact for a beam on a tensionless Winkler elastic foundation with Mathematica", Mech. Res. Commun., 72, 64-73. https://doi.org/10.1016/j.mechrescom.2016.01.007.
- Kamiya, N. (1977), "Circular plates resting on bimodulus and notension foundation", J. Eng. Mech. Div., 1003, 1161-1164. https://doi.org/10.1061/JMCEA3.0002303.
- Kerr, A.D. (1964), "Elastic and viscoelastic foundation models", J. Appl. Mech., ASME, 31, 491-498. https://doi.org/10.1115/1.3629667.
- Kerr, A.D. (1976), "On the derivations of well-posed boundary value problems in structural mechanics", Int. J. Solid. Struct., 12(1), 1-11. https://doi.org/10.1016/0020-7683(76)90069-X.
- Kerr, A.D. and Soicher, N.E. (1996), "A peculiar set of problems in linear structural mechanics", Int. J. Solid. Struct., 33(6), 899-911. https://doi.org/10.1016/0020-7683(95)00078-O.
- Leissa, A.W. (1969), Vibration of Plates, NASA SP-160.
- Lezgy-Nazargah, M. (2016), "A high-performance parametrized mixed finite element model for bending and vibration analyses of thick plates", Acta Mechanica, 227, 3429-3450. https://doi.org/10.1007/s00707-016-1676-4.
- Lezgy-Nazargah, M. and Cheraghi N. (2015), "An exact Peano Series solution for bending analysis of imperfect layered FG neutral magneto-electro-elastic plates resting on elastic foundations", Mech. Adv. Mater. Struct., 24(3), 183-199. https://doi.org/10.1080/15376494.2015.1124951.
- Lezgy-Nazargah, M. and Meshkani, Z. (2018), "An efficient partial mixed finite element model for static and free vibration analyses of FGM plates rested on two-parameter elastic foundation", Struct. Eng. Mech., 66(5), 665-676. https://doi.org/10.12989/sem.2018.66.5.665.
- Lezgy-Nazargah, M., Mamazizi, A. and Khosravi, H. (2022), "Analysis of shallow footings rested on tensionless foundations using a mixed finite element model", Struct. Eng. Mech., 81(3), 379-394. https://doi.org/10.12989/sem.2022.81.3.379.
- Liu, Y., Qin, Z. and Chu, F. (2021), "Nonlinear dynamic responses of sandwich functionally graded porous cylindrical shells embedded in elastic media under 1:1 internal resonance", Appl. Math. Mech., 42(6), 805-818. https://doi.org/10.1007/s10483-021-2740-7.
- Liu, Y., Qin, Z. and Chu, F. (2021), "Nonlinear forced vibrations of FGM sandwich cylindrical shells with porosities on an elastic substrate", Nonlin. Dyn., 104, 1007-1021. https://doi.org/10.1007/s11071-021-06358-7.
- Liu, Y., Qin, Z. and Chu, F. (2021), "Nonlinear forced vibrations of functionally graded piezoelectric cylindrical shells under electric-thermo-mechanical loads", Int. J. Mech. Sci., 201, 106474. https://doi.org/10.1016/j.ijmecsci.2021.106474.
- Liu, Y., Qin, Z. and Chu, F. (2022), "Investigation of magnetoelectro-thermo-mechanical loads on nonlinear forced vibrations of composite cylindrical shells", Commun. Nonlin. Sci. Numer. Simul., 107, 106146. https://doi.org/10.1016/j.cnsns.2021.106146.
- MATLAB and Statistics Toolbox Release (2012), The MathWorks, Inc., Natick, Massachusetts, United States.
- McLachlan, N.W. (1955), Bessel Functions for Engineers, Clarendon Press, Oxford.
- SAP2000 (1988), Integrated Software for Structural Analysis and Design V20, Computers and Structures Inc., Berkeley, California.
- Silva, A.R.D., Silveira, R.A.M. and Goncalves, P.B. (2001), "Numerical methods for analysis of plates on tensionless elastic foundations", Int. J. Solid. Struct., 38, 2083-2100. https://doi.org/10.1016/S0020-7683(00)00154-2.
- Villaggio, P. (1983), "A free boundary value problem in plate theory", J. Appl. Mech., ASME, 50, 297-302. https://doi.org/10.1115/1.3167035.
- Wang, Y.H., Tham, L.G. and Cheung, Y.K. (2005), "Beams and plates on elastic foundations: A review", Prog. Struct. Eng. Mater., 7, 174-182. https://doi.org/10.1002/pse.202.
- Weitsman, Y. (1970), "On foundations that react in compression only", J. Appl. Mech., ASME, 37, 1019-1030. https://doi.org/10.1115/1.3408653.
- Zhang, B., Chen, F., Wang, Q. and Lin, L. (2020), "Analytical model of buried beams on a tensionless foundation subjected to differential settlement", Appl. Math. Model., 87, 269-286. https://doi.org/10.1016/j.apm.2020.06.004.
- Zhang, Y. and Liu, X. (2019), "Response of an infinite beam resting on the tensionless Winkler foundation subjected to an axial and a transverse concentrated loads", Eur. J. Mech.-A/Solid., 77, 103819. https://doi.org/10.1016/j.euromechsol.2019.103819.
- Zhang, Y. and Murph, K.D. (2004), "Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading", Int. J. Solid. Struct., 41, 6745-6758. https://doi.org/10.1016/j.ijsolstr.2004.05.028.
- Zhang, Y., Liu, X. and Wei, Y (2018), "Response of an infinite beam on a bilinear elastic foundation: Bridging the gap between the Winkler and tensionless foundation models", Eur. J. Mech.-A/Solid., 71, 394-403. https://doi.org/10.1016/j.euromechsol.2018.06.006.