Pages that link to "Item:Q2511637"
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The following pages link to A new efficient method to evaluate exact stiffness and mass matrices of non-uniform beams resting on an elastic foundation (Q2511637):
Displaying 10 items.
- An enhanced exponential matrix approach aimed at the stability of piecewise beams on elastic foundation (Q1733472) (← links)
- A numerical method for magneto-hygro-thermal postbuckling analysis of defective quadrilateral graphene sheets using higher order nonlocal strain gradient theory with different movable boundary conditions (Q2203260) (← links)
- Closed-form exact solutions for hysteretically damped longitudinal free and forced vibrations of tapered beams (Q2296372) (← links)
- Natural frequency analysis of functionally graded material beams with axially varying stochastic properties (Q2307200) (← links)
- An efficient iterative method for computing deflections of Bernoulli-Euler-von Karman beams on a nonlinear elastic foundation (Q2335533) (← links)
- Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli-Euler column buckling (Q2897100) (← links)
- Force-based derivation of exact stiffness matrix for beams onWinkler-Pasternak foundation (Q3195023) (← links)
- Finite element formulation for linear stability analysis of axially functionally graded nonprismatic Timoshenko beam (Q6493171) (← links)
- Improved finite element model for lateral stability analysis of axially functionally graded nonprismatic I-beams (Q6493294) (← links)
- Mechanical responses of nanoplates resting on viscoelastic foundations in multi-physical environments (Q6558131) (← links)
