Pages that link to "Item:Q1669534"
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The following pages link to Effects of non-uniform Winkler foundation and non-homogeneity on the free vibration of an orthotropic elliptical cylindrical shell (Q1669534):
Displaying 11 items.
- Analytical solution of the dynamic behavior of non-homogeneous orthotropic cylindrical shells on elastic foundations under moving loads (Q718997) (← links)
- An analytical solution for bending of axisymmetric circular/annular plates resting on a variable elastic foundation (Q1713724) (← links)
- Stress state of discretely stiffened ellipsoidal shells under a nonstationary normal load (Q1731995) (← links)
- An innovative series solution for dynamic response of rectangular Mindlin plate on two-parameter elastic foundation, with general boundary conditions (Q2035253) (← links)
- EFFECT OF THE TWO-PARAMETER ELASTIC FOUNDATION ON THE CRITICAL PARAMETERS OF NONHOMOGENEOUS ORTHOTROPIC SHELLS (Q2972613) (← links)
- Winkler and Pasternak foundations effect on the free vibration of an orthotropic oval cylindrical shell with variable thickness (Q3456528) (← links)
- An analytical solution for nonlinear dynamic response and vibration of FG‐CNT reinforced nanocomposite elliptical cylindrical shells resting on elastic foundations (Q6142237) (← links)
- Influences of two-parameter elastic foundations on nonlinear free vibration of anisotropic shallow shell structures with variable parameters (Q6168644) (← links)
- Vibration Behavior of a Sandwich Porous Elliptical Micro-Shell with a Magneto-Rheological Core Based on the Modified Couple Stress Theory (Q6188660) (← links)
- Vibration characteristic analysis of tunnel structure buried in elastic foundation based on dynamic stiffness matrix (Q6538044) (← links)
- Straightforward free vibration solutions of open cylindrical shells by the finite integral transform method (Q6551614) (← links)
