Pages that link to "Item:Q1427083"
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The following pages link to Plate bending analysis using the classical or the Reissner-Mindlin models. (Q1427083):
Displaying 11 items.
- The boundary element method applied to orthotropic shear deformable plates (Q463682) (← links)
- On the free vibration response of rectangular plates, partially supported on elastic foundation (Q693585) (← links)
- A BEM formulation based on Reissner's theory to perform simple bending analysis of plates reinforced by rectangular beams (Q1026475) (← links)
- On canonical bending relationships for plates. (Q1422994) (← links)
- Displacement and stress analysis of thin plate for cement concrete pavement (Q1720797) (← links)
- On the harmonic response of plates with the shear deformation effect using the elastodynamic solution in the boundary element method (Q1958286) (← links)
- Green's function for a pre-stressed thin plate on an elastic foundation under axisymmetric loading (Q2269241) (← links)
- Application of the dual reciprocity method for the buckling analysis of plates with shear deformation (Q2325474) (← links)
- A BEM formulation based on Reissner's hypothesis for analysing the coupled stretching-bending problem of building floor structures (Q2520198) (← links)
- The tangential differential operator applied to a stress boundary integral equation for plate bending including the shear deformation effect (Q2520379) (← links)
- Plate analysis using classical or Reissner-Mindlin theories (Q2759684) (← links)