Free Vibration Analysis of Beam-columns Resting on Pasternak Foundation by Differential Quadrature Method

미분구적법에 의한 Pasternak지반 위에 놓인 보-기둥의 자유진동 해석

  • 이태은 (원광대학교 대학원 토목환경공학과) ;
  • 이병구 (원광대학교 토목환경공학과) ;
  • 강희종 (원광대학교 대학원 토목환경공학과)
  • Published : 2004.05.01

Abstract

This paper deals with the free vibration analysis of beam-columns resting on Pasternak foundation by the Differential Quadrature Method. Based on the differential equation subjected to the boundary conditions, adopted from the open literature, which governs the free vibrations of such member, this equation is applied to the Differential Quadrature Method. For computing natural frequencies, the numerical procedures are developed by QR Algorithm, in which the Chebyshev-Gauss-Lobatto method is used for choosing the grid points. The numerical methods developed herein for computing natural frequencies are programmed in FORTRAN code, and all solutions obtained in this study are quite agreed with those in the open literature.

Keywords