Dynamics of multilayered orthotropic viscoelastic plates of Maxwell solids.
Pal Roy, P., Debnath, L. (1988)
International Journal of Mathematics and Mathematical Sciences
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Displaying similar documents to “Flexible plate and foundation modelling.”
Dynamics of multilayered orthotropic viscoelastic plates of Maxwell solids.
On elastic waves in a thin-layered laminated medium with stress couples under initial stress.
Roy, P.Pal, Debnath, L. (1988)
International Journal of Mathematics and Mathematical Sciences
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A model of seismic excitation
Piero Villaggio (2004)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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The influence of a seismic wave on a building is customarily described as a force, a function of the time, whose explicit expression is prescribed. We here suggest a one-dimensional model able to relate this force to the sudden onset of a fault in the rock layer on which the building is built.
Thermo-viscoelastic Rayleigh waves under the influence of couple-stress and gravity.
Das, Tapan Kumar, Sengupta, P.R., Debnath, Lokenath (1991)
International Journal of Mathematics and Mathematical Sciences
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Guided waves in a fluid-loaded transversely isotropic plate.
Ahmad, F., Kiyani, N., Yousaf, F., Shams, M. (2002)
Mathematical Problems in Engineering
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Propagation of monochromatic waves in an initially stressed infinite micropolar elastic plate
Rasajit Kumar Bera (1973)
Aplikace matematiky
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Rayleigh waves in a viscoelastic half-space under initial hydrostatic stress in the presence of the temperature field.
Addy, Sushil Kumar, Chakraborty, Nil Ratan (2005)
International Journal of Mathematics and Mathematical Sciences
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Deformation calculating of electromagnetic launcher's rail subjected to sinusoidal magnetic pressure.
Wen, Liu, Lei, Shi, Xiangzhong, Bai (2011)
Mathematical Problems in Engineering
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Buckling of anisotropic shells. II
Anukul De (1983)
Aplikace matematiky
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The object of this paper is to find the solution of the differential equation of the buckling problem of anisotropic cylindrical shells with shear load in case of torsion of a long tube. The critical values of the shear load and the total torque are also found. The corresponding results for the isotropic case are deduced as a special case.