Pages that link to "Item:Q1658868"
From MaRDI portal
The following pages link to Chebyshev collocation method for the free vibration analysis of geometrically exact beams with fully intrinsic formulation (Q1658868):
Displaying 14 items.
- On conservation of energy and kinematic compatibility in dynamics of nonlinear velocity-based three-dimensional beams (Q784074) (← links)
- Analytical solution for the fully coupled static response of variable stiffness composite beams (Q821622) (← links)
- Large deflection of functionally graded porous beams based on a geometrically exact theory with a fully intrinsic formulation (Q1985263) (← links)
- Closed form solutions for an anisotropic composite beam on a two-parameter elastic foundation (Q2035225) (← links)
- Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method (Q2234945) (← links)
- Free vibration of non-uniform Euler-Bernoulli beam under various supporting conditions using Chebyshev wavelet collocation method (Q2295069) (← links)
- Static deflection of fully coupled composite Timoshenko beams: an exact analytical solution (Q2307812) (← links)
- An efficient computational method for curved interconnects deformation (Q2421954) (← links)
- Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations (Q2516692) (← links)
- Nonlinear dynamic analysis of thermally deformed beams subjected to uniform loading resting on nonlinear viscoelastic foundation (Q2671698) (← links)
- The application of Chebyshev polynomials to the solution of the nonprismatic Timoshenko beam vibration problem (Q2899273) (← links)
- Vibration analysis of bidirectional functionally graded Timoshenko beams using Chebyshev collocation method (Q6490884) (← links)
- Dynamic response of bidirectional functionally graded beams with elastic supports and foundations under moving harmonic loads (Q6576385) (← links)
- Formulation and free vibration analysis of spinning Timoshenko composite beams using nonlinear geometrically exact theory (Q6577015) (← links)
