Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Aeroelastic Analysis of Bridge Girder Section Using Navier-Stokes Equations

Navier-Stokes 방정식을 이8한 교량 구조물의 공탄성 해석

  • 박성종 (한국과학기술원 항공우주공학과) ;
  • 권혁준 (한국과학기술원 항공우주공학과) ;
  • 유재한 (한국과학기술원 항공우주공학과) ;
  • 이인 (한국과학기술원 항공우주공학과) ;
  • 한재홍 (한국과학기술원 항공우주공학과)
  • Published : 2003.10.01
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Abstract

This paper deals with numerical analysis of static and dynamic wind effects on civil engineering structures. Aeroelastic analysis becomes a prime criterion to be confirmed during the structural design because the long-span suspension bridges are prone to the aerodynamic instabilities caused by wind. If the wind velocity exceeds the critical velocity that the bridge can withstand, then the bridge fails due to the phenomenon of flutter. The aeroelastic simulation is carried out using both Computational Fluid Dynamic(CFD) and Computational Structural Dynamic(SCD) schemes.

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