Maintenance and Dynamic Behavior of Spherical Bearings under Railway Open-Steel-Plate-Girder Bridges

철도 판형교에서 스페리칼받침의 유지보수 및 동적 거동

  • 최은수 (홍익대학교 토목공학과) ;
  • 오주택 (한국교통연구원, 도로교통연구실) ;
  • 감현민 (한국철도기술연구원, 궤도토목연구본부)
  • Published : 2007.05.17

Abstract

Line type rigid bearings for Open-Steel-Plate-Girder railway bridges have several problem in service, and they are unstable structurally. Thus, spherical bearings having advanced maintenance capability and device to resistance up-lift are developed and replace the existing ones. A experiment of maintenance for a new placed spherical bearings under real Open-Steel-Plate-Girder bridge is conducted and their good maintenance performance is proved. The dynamic behavior of the bridge is measured and analyzed for the two cases of the existing and replacing bearings. Therefore, the effect of the new spherical bearings on the railway bridge is assessed.

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