Steel and Composite Structures

  • 제27권2호
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  • Pages.161-175
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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In-situ test and dynamic response of a double-deck tied-arch bridge

  • Gou, Hongye (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Zhou, Wen (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University) ;
  • Chen, Genda (Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology) ;
  • Bao, Yi (Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology) ;
  • Pu, Qianhui (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University)
  • 투고 : 2017.09.30
  • 심사 : 2018.02.21
  • 발행 : 2018.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, in-situ dynamic tests of the world's longest steel box tied-arch bridge over the Yangtze River, China, are reported. The double deck bridge supports highway and monorail systems at upper and lower levels, respectively. Strain, displacement, and acceleration responses were measured and used to investigate the vibration characteristics of the bridge when excited by running trains and/or trucks at a speed of 5-60 km/h, train braking, and truck bouncing. Impact factors were correlated with the running speed of trains and trucks. A three-dimensional finite element model of the coupled monorail-train-bridge vibration system accounting for track irregularities was established to understand the system behavior and validated by the experimental results. Truck bouncing was the dominant impact factor on bridge responses. The running speed of vehicles determined the riding comfort of traveling trains.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, China Railway Construction, Chinese Scholarship Council

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