여러 개의 스프링으로 탄성 지지된 수평 곡선보의 자유진동

Free Vibrations of Horizontally Curved Beams with Multiple Elastic Springs

  • 이병구 (원광대학교 토목환경공학과) ;
  • 진태기 (원광대학교 토목환경공학과) ;
  • 최규문 (원광대학교 토목환경공학과) ;
  • 이태은 (원광대학교 토목환경공학과)
  • 발행 : 2001.08.01

초록

This paper deals with the free vibrations of horizontally curved beams with mu1tiple elastic springs. Taking into account the effects of rotatory Inertia and shear deformation. differential equations governing the free vibrations of such beams are derived, In which each e1astic spring is modeled as a discrete Winkler foundation with very short longitudinal length. Differential equations are solved numerically to calculate natural frequencies and mode shapes. In numerical examples, the circular, Parabolic. sinusoidal and elliptic curved beams are considered. The parametric studies are conducted and the lowest four frequency parameters are reported In tables and figures as the non-dimensional forms. Also the typical mode shapes are presented.

키워드

참고문헌

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