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Vibration Analysis of Tapered Thick Plate Subjected to Static In-plane Stress on Pasternak Foundation

Pasternak지반 위에 놓인 면내력을 받는 변단면 후판의 진동해석

  • 정진택 (원광대학교 대학원 건축공학과) ;
  • 이용수 (원광대학교 건축학부) ;
  • 오숙경 (원광대학교 건축학부)
  • Published : 2005.04.01

Abstract

This paper has the object of investigating natural frequencies of tapered thick plate on Pasternak foundation by means of finite element method and providing kinetic design data for mat of building structures. Vibration analysis for tapered thick plate subjected to in-plane stress is presented in this paper. Finite element analysis of rectangular plate is done by use of rectangular finite element with 8-nodes. Analysis conditions of tapered thick plate are as follows each. The ratio of in-plane stress to critical load is varied with $0.2\sigma_{cr}$, $0.4\sigma_{cr}$, $0.6\sigma_{cr}$. The Winkler parameter is 0, 10, 100, 1000, the shear foundation parameter is 0, 10 and the taper ratio is 0.0, 0.2, 0.4, 0.6, 0.8.

Keywords

References

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