Pages that link to "Item:Q364817"
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The following pages link to Nonlinear analysis of shear deformable beam-columns partially supported on tensionless three-parameter foundation (Q364817):
Displaying 7 items.
- Dynamic response to a moving load of a Timoshenko beam resting on a nonlinear viscoelastic foundation (Q740026) (← links)
- Static interaction analysis between a Timoshenko beam and layered soils by analytical layer element/boundary element method coupling (Q2293810) (← links)
- Response of an infinite beam resting on the tensionless Winkler foundation subjected to an axial and a transverse concentrated loads (Q2325824) (← links)
- On the dynamics of Rayleigh beams resting on fractional-order viscoelastic Pasternak foundations subjected to moving loads (Q2408355) (← links)
- Geometrically Nonlinear Inelastic Analysis of TimoshenkoBeams on Inelastic Foundation (Q2965062) (← links)
- Force-based derivation of exact stiffness matrix for beams onWinkler-Pasternak foundation (Q3195023) (← links)
- Thermally stressed thermoelectric microbeam supported by Winkler foundation via the modified Moore–Gibson–Thompson thermoelasticity theory (Q6148850) (← links)
