Pages that link to "Item:Q2881783"
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The following pages link to Dynamic analyses of plane frames by integral equations for bars and Timoshenko beams (Q2881783):
Displaying 14 items.
- Computation of time and space derivatives in a CQM-based BEM formulation (Q443416) (← links)
- Integral equation formulation and flutter analysis of damped non-conservative Timoshenko beams (Q534829) (← links)
- Wave propagation in elastic trusses: an approach via retarded potentials (Q780546) (← links)
- Bending analysis of elastically connected Euler-Bernoulli double-beam system using the direct boundary element method (Q1985038) (← links)
- Method of reverberation ray matrix for static analysis of planar framed structures composed of anisotropic Timoshenko beam members (Q2338937) (← links)
- Theoretical analysis of transient waves in a simply-supported Timoshenko beam by ray and normal mode methods (Q2428272) (← links)
- Dynamic analysis of Timoshenko beams by the boundary element method (Q2450967) (← links)
- Quasi-static poroelastic boundary element formulation based on the convolution quadrature method (Q2576525) (← links)
- Dynamic analogy between Timoshenko and Euler-Bernoulli beams (Q2661113) (← links)
- Influence of Inertia on the Microscale in Homogenization (Q2954634) (← links)
- Exact solution of vibration problems of frame structures (Q3565052) (← links)
- Exact solutions of axial vibration problems of elastic bars (Q3590364) (← links)
- Scalar wave equation by the boundary element method: A D-BEM approach with constant time-weighting functions (Q5306446) (← links)
- Application of differential transform method to free vibration of gabled frames with rotational springs (Q6492816) (← links)
