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논문 기본 정보

자료유형
학술저널
저자정보
Hong Qiao (Beijing University of Civil Engineering and Archit) Xianting Du (Beijing Jiaotong University) He Xia (Beijing Jiaotong University) Guido De Roeck (KU Leuven) Geert Lombaert (KU Leuven) Peiheng Long (Beijing University of Civil Engineering and Archit)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.69 No.2
발행연도
2019.1
수록면
177 - 191 (15page)

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The local topography has a significant effect on the characteristics of seismic ground motion. This paper investigates the influence of topographic effects on the seismic response of a train-bridge system. A 3-D finite element model with local absorbing boundary conditions is established for the local site. The time histories of seismic ground motion are converted into equivalent loads on the artificial boundary, to obtain the seismic input at the bridge supports. The analysis of the train-bridge system subjected to multi-support seismic excitations is performed, by applying the displacement time histories of the seismic ground motion to the bridge supports. In a case study considering a bridge with a span of 466 m crossing a valley, the seismic response of the train-bridge system is analyzed. The results show that the local topography and the incident angle of seismic waves have a significant effect on the seismic response of the train-bridge system. Leaving these effects out of consideration may lead to unsafe analysis results.

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