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DYNAMIC RESPONSE OF A RECTANGULAR PLATE-COLUMN SYSTEM ON A TENSIONLESS ELASTIC FOUNDATION

  • Kadir Güler
  • Zekai Celep
Conference paper
  • 1.3k Downloads
Part of the Springer Proceedings in Physics book series (SPPHY, volume 111)

Abstract

Response of a plate-column system having five-degree-of-freedom supported by an elastic foundation and subjected to static lateral load and earthquake motion is studied. TwoWinkler foundation models are assumed: a conventional and a tensionless model. The governing equations of the problem are obtained, solved numerically and the results are presented in figures to demonstrate the behaviour of the system comparatively for the two types of Winkler foundation models.

Keywords

Ground Motion Elastic Foundation Rigid Plate Earthquake Motion Earthquake Response 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer 2006

Authors and Affiliations

  • Kadir Güler
    • 1
  • Zekai Celep
    • 1
  1. 1.Faculty of Civil Engineeringİstanbul Technical UniversityMaslak, İstanbulTurkey

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