Nonlinear analysis of stepped beam with immovable ends for free and forced vibration

양단고정된 변단면보의 자유 및 강제진동의 비선형해석

  • 심재수 (정회원 경희대학교 토목공학과) ;
  • 함원식 (경희대학교 토목공학과)
  • Published : 1990.04.01


Stepped bean with immovable ends for large amplitude of vibration including effects of longitudinal displacement, shear deformation and rotary inertia is investigated for free and forced vibration using finite element method. Modified harmonic force matrix is introduced for analysis of vibration with finite amplitude of the stepped beam under uniform hamonic loading and beam with nonuniform harmonic loading. Numerical examples of stepped beam with various support conditions are analysed for deflections and natural frequencies. Results show that the proposed method is valid and efficient.