한국철도학회:학술대회논문집 (Proceedings of the KSR Conference)

한국철도학회 (The Korean Society for Railway)
권호 표지

조적식 교각의 내진해석 기법 개발

Development of Seismic Analysis Technique for Masonry Structure

  • 정용철 (고려대학교 토목환경공학과) ;
  • 배준현 (고려대학교 토목환경공학) ;
  • 이준석 (한국철도기술연구) ;
  • 강영종 (고려대학교 토목환경공학과)
  • 발행 : 2002.05.01
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초록

There are many railway structures which were designed without conidering aseismic capacity. In special, masonry structures constructed long time ago should be reviewed about their resistance to earthquake. In this paper, technique to evaluate the capacity of masonry railway bridge is tried to develop by means of FEM analysis. In general FEM analysis program, 3-D solid element is used for masonry structures and response spectrum analysis procedure is tried. In addition, 3-D solid element has material properties equivalent to mortar-brick composite body. Used FEM program is ABAQUS-CAE.

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