Dynamic response of elastic plates on the surface of the half-space
A ‘mixed method’ for the dynamic calculation of foundations on soil is presented. The half‐space is computed analytically, the foundation with finite elements. The method is very well suited for the solution of three‐dimensional problems including interaction. Numerical results for a simple case inv...
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 1979-07, Vol.3 (3), p.245-254 |
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| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
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| Zusammenfassung: | A ‘mixed method’ for the dynamic calculation of foundations on soil is presented. The half‐space is computed analytically, the foundation with finite elements. The method is very well suited for the solution of three‐dimensional problems including interaction. Numerical results for a simple case involving a dynamically loaded elastic plate are presented and the influence of plate stiffness is studied. |
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| ISSN: | 0363-9061 1096-9853 |
| DOI: | 10.1002/nag.1610030304 |