Investigation of Design and Technical Specifications on Cable Supported Bridges for Next-Generation High-Speed Railways

차세대 고속철도 특수교량의 설계 및 기술사양 조사

  • 박만호 (한국철도시설공단 KR기술연구소) ;
  • 문제우 (한국철도시설공단 KR기술연구소) ;
  • 김성일 (한국철도기술연구원 궤도토목연구본부) ;
  • 홍성모 (한국철도시설공단 KR기술연구소) ;
  • 김종태 (한국철도시설공단 KR기술연구소)
  • Published : 2008.06.12

Abstract

Mo-Am arch bridge is only the long-span bridge (with 125m span) in the Kyong-Bu high-speed line in service, while other bridges are PSC box girder bridges and steel composite bridges with span lengths of $25\sim50m$. However, in foreign high-speed lines, special cable-supported bridges like cable-stayed bridges and extradosed bridges are being adopted in earnest with technical specifications. The cable supported bridge is recognized as one of the indices of technology in civil engineering field, and thus it is being adpoted with a sense of rivalry in countries with advanced technology in railway engineering. In this paper, to apply the top-level cable-supported bridge technology to the domestic high-speed line up to 400km/h by establishing the technical specifications on cable-supported bridges including span length, the requirements for securing the dynamic stability and running safety of high speed train are analyzed through case studies for domestic and foreign cases.

Keywords