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논문 기본 정보

자료유형
학술저널
저자정보
Hongye Gou (Southwest Jiaotong University) Wen Zhou (Southwest Jiaotong University) Gen-Da Chen (Missouri University of Science and Technology) Yi Bao (Missouri University of Science and Technology) Qianhui Pu (Southwest Jiaotong University)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.27 No.2
발행연도
2018.1
수록면
161 - 175 (15page)

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초록· 키워드

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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.

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