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도시철도 고가교 및 교량 교각의 연성도 내진설계와 내진성능 평가
박승희(Seunghee Park),남민준(Minjun Nam),윤종구(Jong-Ku Yoon),김진호(Jin-Ho Kim) 한국철도학회 2011 한국철도학회 학술발표대회논문집 Vol.2011 No.10
The purpose of this study is to assess the seismic performance of a reinforced concrete pier using ductility demand-based seismic design method and nonlinear earthquake analysis. A computer program named MIDAS/Civil(MIDAS IT,2009) for the analysis of the reinforced concrete pier was used. The bridge pier was designed by the ductility demand-based seismic design. In addition a seismic performance was evaluated through both capacity spectrum method and nonlinear time history method. In order to determine the seismic performance of the bridge pier the maximum response values from the capacity spectrum method and nonlinear time history analysis were compared each other.