Dynamic Response of a Long-Span Concrete-Filled Steel Tube Tied Arch Bridge and the Riding Comfort of Monorail Trains

In this study, a dynamic response analysis procedure is proposed and applied to investigate the dynamic responses of a straddle-type concrete-filled steel tube tied arch bridge under train and truck loadings. A numerical model of the coupled monorail train–bridge system is established to i...

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Tác giả chính: Hongye Gou (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China), Wen Zhou (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China), Changwei Yang (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China), Yi Bao (Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65401, USA), Qianhui Pu (Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)
Định dạng: Other
Năm xuất bản: MDPI AG 2018
Chủ đề:
Truy cập Trực tuyến:http://lrc.quangbinhuni.edu.vn:8181/dspace/handle/DHQB_123456789/4078
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