Pages that link to "Item:Q2338431"
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The following pages link to Static analysis of Timoshenko beam on elastic multilayered soils by combination of finite element and analytical layer element (Q2338431):
Displaying 11 items.
- Stability analysis of Timoshenko beams on variable Winkler soil (Q911350) (← links)
- A mathematical model for beams on geosynthetic reinforced earth beds under strip loading (Q965674) (← links)
- In-plane bending of Timoshenko beams in bilateral frictionless contact with an elastic half-space using a coupled FE-BIE method (Q1634547) (← links)
- Bending analysis of elastically connected Euler-Bernoulli double-beam system using the direct boundary element method (Q1985038) (← links)
- Soil-structure-interaction effects on the flexural vibrations of a cantilever beam (Q2247263) (← links)
- The analysis of beams on layered poroelastic soils with anisotropic permeability and compressible pore fluid (Q2291000) (← links)
- A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation (Q2293784) (← links)
- Static interaction analysis between a Timoshenko beam and layered soils by analytical layer element/boundary element method coupling (Q2293810) (← links)
- Quasi-static interaction between non-uniform beams and anisotropic permeable saturated multilayered soils with elastic superstrata (Q2294958) (← links)
- Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications (Q2296986) (← links)
- Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral (Q2655398) (← links)
