Pages that link to "Item:Q969321"
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The following pages link to Accurate bending analysis of rectangular plates with two adjacent edges free and the others clamped or simply supported based on new symplectic approach (Q969321):
Displaying 25 items.
- On new symplectic superposition method for exact bending solutions of rectangular cantilever thin plates (Q366662) (← links)
- Eigenvalue problem of a class of fourth-order Hamiltonian operators (Q377927) (← links)
- Analytical bending solutions of free orthotropic rectangular thin plates under arbitrary loading (Q400291) (← links)
- On new symplectic approach for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported (Q546757) (← links)
- On a new symplectic geometry method for exact bending solutions of orthotropic rectangular plates with two opposite sides clamped (Q628597) (← links)
- Responses to ``Accurate bending analysis of rectangular plates with two adjacent edges free and the others clamped or simply supported based on new symplectic approach'' (Q646240) (← links)
- A high-performance parametrized mixed finite element model for bending and vibration analyses of thick plates (Q683574) (← links)
- Analytical bending solutions of thin plates with two adjacent edges free and the others clamped or simply supported using finite integral transform method (Q827370) (← links)
- Theoretic solution of rectangular thin plate on foundation with four free edges by symplectic geometry method (Q945616) (← links)
- Analysis of tapered thin plates using basic displacement functions (Q1637775) (← links)
- Analytical solutions of refined plate theory for bending, buckling and vibration analyses of thick plates (Q1791474) (← links)
- Symplectic solution system for Reissner plate bending (Q1890258) (← links)
- Exact bending analysis of fully clamped rectangular thin plates subjected to arbitrary loads by new symplectic approach (Q1939945) (← links)
- An exact symplectic geometry solution for the static and dynamic analysis of Reissner plates (Q1971467) (← links)
- Symplectic approach for the plane elasticity problem of quasicrystals with point group 10 mm (Q2009689) (← links)
- Electroelastic singularities and intensity factors for an interface crack in piezoelectric-elastic bimaterials (Q2009981) (← links)
- Hamiltonian system-based analytic modeling of the free rectangular thin plates' free vibration (Q2289988) (← links)
- A symplectic analytical wave propagation model for damping and steady state forced vibration of orthotropic composite plate structure (Q2290237) (← links)
- Isogeometric collocation for Kirchhoff-Love plates and shells (Q2310179) (← links)
- Completeness of system of root vectors of upper triangular infinite-dimensional Hamiltonian operators appearing in elasticity theory (Q2376192) (← links)
- On new symplectic elasticity approach for exact bending solutions of rectangular thin plates with two opposite sides simply supported (Q2382384) (← links)
- Reply to ``Responses to `Accurate bending analysis of rectangular plates with two adjacent edges free and the others clamped or simply supported based on new symplectic approach''' (Q2428942) (← links)
- Analytical solution of the bending problem of free orthotropic rectangular thin plate on two‐parameter elastic foundation (Q6149719) (← links)
- Buckling analysis of rectangular thin plates with two opposite edges free and others rotationally restrained by finite Fourier integral transform method (Q6202860) (← links)
- Symplectic superposition solution of free vibration of fully clamped orthotropic rectangular thin plate on two-parameter elastic foundation (Q6491514) (← links)
