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Free Vibrations of Circular Strip Foundations with Variable Breadth

변화폭 원호형 띠기초의 자유진동

  • 이병구 (원광대학교 토목환경도시공학부) ;
  • 허영 (수원대학교 토목공학과) ;
  • 이종국 (원광대학교 대학원 토목환경공학과)
  • Published : 2004.03.01

Abstract

This paper deals with the free vibration analysis of circular strip foundations with the variable breadth. Taking into account effects of both rotatory inertia and shear deformation, differential equations governing free vibrations of such foundations are derived. The Winkler foundation is chosen as the model of soil foundation. The breadth of strip foundation is assumed to be a linear function. The differential equations are solved numerically to calculate natural frequencies. In numerical examples, the strip foundations with the hinged-hinged, hinged-clamped. clamped-hinged and clamped-clamped end constraints are considered. The parametric studies are conducted and the lowest four frequency parameters are reported in figures as the non-dimensional forms.

Keywords

References

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