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논문 기본 정보

자료유형
학술저널
저자정보
Dong-Hui Yang (Dalian University of Technology) Ting-Hua Yi (Shenyang Jianzhu University) Hong-Nan Li (Dalian University of Technology) Hua Liu (China Railway Major Bridge (Nanjing) Bridge and Tu) Tiejun Liu (Harbin Institute of Technology)
저널정보
국제구조공학회 Smart Structures and Systems, An International Journal Smart Structures and Systems, An International Journal Vol.21 No.5
발행연도
2018.1
수록면
549 - 559 (11page)

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The dynamic behaviors of the bridge structures have great effects on the comfortability and safety of running high-speed trains, which can also reflect the structural degradation. This paper aims to reveal the characteristics of the dynamic behaviors induced by train loadings for a combined highway and railway bridge. Monitoring-based analysis of the acceleration and dynamic displacement of the bridge girder is carried out. The effects of train loadings on the vertical acceleration of the bridge girder are analyzed; the spatial variability of the train-induced lateral girder displacement is studied; and statistical analysis has been performed for the daily extreme values of the train-induced girder deflections. It is revealed that there are great time and spatial variabilities for the acceleration induced by train loadings for the combined highway and railway cable-stayed bridge. The daily extreme values of the train-induced girder deflections can be well fitted by the general extreme value distribution.

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