Seismic Performance Evaluation of Railway Bridges Using Spherical Elastomeric Bearing

스페리컬 탄성받침을 이용한 철도교량의 내진성능평가

  • 오주 (유니슨이앤씨(주), 기술연구소) ;
  • 이재욱 (유니슨이앤씨(주), 기술연구소) ;
  • 김후승 (유니슨이앤씨(주), 설계부) ;
  • 김재욱 (유니슨이앤씨(주), 설계부) ;
  • 박성규 (유니슨이앤씨(주), 설계부)
  • Published : 2011.05.26

Abstract

Railway bridge is the most problematic thing in the railway is due to noise and vibration. To solve these problems, there have been studies. However, a fundamental alternative to the noise and vibration. It has not so far not shown, and to minimize the problem is focused. As a result, developed a lot of noise reduction measures, but the vibration is not much for reduction. In this study, to support the superstructure of the bridge vibration possible for spherical elastomeric bearing is a technical review. And it applies to the railway bridge, the numerical analysis was carried out.

Keywords