Near-Optimal Parameters of Three Span Continuous Beams subjected to a Moving Load

이동하중이 작용하는 3경간 연속보의 근사 최적제원

  • 이병규 (원광대학교 토목환경공학과) ;
  • 오상진 (한국과학기술원 토목공학과) ;
  • 모정만 (원광대학교 대학원)
  • Published : 1997.04.01

Abstract

The main purpose of this paper is to investigate the near-optimal parameters of continuous beam subject to a moving load. The computer-aided optimization technique is used to obtain the near-optimal parameters. The computer program is developed to obtain the natural frequency parameters and the forced vibration responses to a transit point load for the continuous beam with variable support spacing, mass and stiffness. The optimization function to describe the design efficiency is defined as a linear combination of four dimensionless span characteristics: the maximum dynamic stress; the stress difference between span segments; the rms deflection under the transit point load; and the total span mass. Studies of three span beams show that the beam with near-optimal parameters can improve design efficiency by 12 to 24 percent when compared to a reference configuration beams of the same total span length.

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