Innovation of Bridge Structural Systems to Realize a Super Long-span Suspension Bridge (Gwangyang Bridge)

초장대현수교(광양대교)의 실현을 위한 교량구조시스템의 혁신

  • 김홍식 ((주)유신코퍼레이션 구조본부) ;
  • 권호철 ((주)유신코퍼레이션 구조본부) ;
  • 송명관 ((주)유신코퍼레이션 구조본부) ;
  • 백종균 ((주)대림산업 특수교량팀)
  • Published : 2007.04.12

Abstract

In this paper, the contents of numerical in the innovative tender design of the super long-span suspension bridge to be constructed between Myodo and are introduced. The total span length of the bridge, of which the main span is the third in the world so far, reaches 2,260km, and the has the floating type girder which has no vertical points at pylon. Judging from the condition of navigation, wind climate on, and construction cost, it is inevitable to make the central span 1,545m and to the technical level applied to the structural components in the existing suspension system. To realize the innovative super long-span suspension bridge, the close numerical investigations for the structural capacity, aerodynamic serviceability, and dynamic serviceability are carried out by various tools of computational mechanics.

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