Boundary integral equations for the bending problem of plates on two- parameter foundation
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Publication:1206552
DOI10.1007/BF02456090zbMath0766.73036MaRDI QIDQ1206552
Publication date: 1 April 1993
Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Fourier and Fourier-Stieltjes transforms and other transforms of Fourier type (42B10)
Related Items (3)
Multiple reciprocity method with two series of sequences of high-order fundamental solution for thin plate bending ⋮ Nonlinear vibration for moderate thickness rectangular cracked plates including coupled effect of elastic foundation ⋮ Boundary integral equations for bending problem of Reissner's plates on two-parameter foundation
Cites Work
- A new boundary element method for bending of plates on elastic foundations
- Analysis of Clamped Plates on Elastic Foundation by the Boundary Integral Equation Method
- Boundary element analysis of a plate on elastic foundations
- On the estimation of the deformability characteristics of an isotropic elastic soil medium by means of a vane test
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