STATIC AND DYNAMIC ANALYSIS OF MODERATELY THICK PLATES ON PASTERNAK FOUNDATION USING CLASSICAL PLATE THEORY. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3

Forced vibrations of moderately thick plates on two-parameter, Pasternak-type foundations are considered. The influence of plate shear and rotatory inertia are taken into account according to Mindlin. Formulation is in the frequency domain. An analogy to thin plates without foundations is given. This analogy to classical plate theory is complete in the case of polygonal plan-forms and hinged support conditions. A further reduction of membrane-type solutions is shown, and numerical results for trapezoidal plates are derived using an advanced boundary element method. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/906191809X
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Irschik, H
  • Hever, R
• Publication Date: 1988

Media Info

• Features: References;
• Pagination: p. 1677-80
• Serial:
  • Publication of: Balkema (AA)
  • Publisher: AA Balkema

Subject/Index Terms

• TRT Terms: Conferences; Foundations; Inertia (Mechanics); Mathematical models; Shear strength; Vibration
• ITRD Terms: 6471: Analysis (math); 8525: Conference; 3377: Foundation; 5491: Inertia; 6473: Mathematical model; 5531: Shear; 5558: Vibration
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00492693
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 90-6191-809-X
• Files: ITRD, TRIS
• Created Date: Mar 31 1990 12:00AM