In the swivel construction of large-tonnage cable-stayed bridges, the swivel speed often plays an important role in stability and safety. Based on the background of the largest swivel bridge across Xiangyang North Marshalling Station in Asia, this paper explores the influence of different rotational speeds on the response of swivel construction through model testing and finite-element analysis. The results of the model test and the finite-element analysis are compared and analysed. The results show that with the increase of the rotational speed, the fluctuation range of the vertical displacement and stress of the main beam of the bridge increases, indicating that the higher rotational speed will lead to a stronger dynamic response of the bridge structure.
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1 July 2026
Research Article|
May 19 2026
Influence of rotational speed on the response of rotation construction of a cable-stayed bridge
Yingtao Yang;
Yingtao Yang
School of Materials Science and Engineering,
Huazhong University of Science and Technology
, Wuhan, China; China Railway 11th Bureau Group Co., Ltd., Wuhan, China
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Yajun Yin;
Yajun Yin
China Railway 11th Bureau Group Co., Ltd
, Wuhan, China
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Chenbo Zhang;
Chenbo Zhang
National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology,
Dalian University of Technology
, Dalian, China
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Huili Wang
National & Local Joint Engineering Laboratory of Bridge and Tunnel Technology,
Dalian University of Technology
, Dalian, China
Corresponding author Huili Wang (wanghuili@dlut.edu.cn)
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Corresponding author Huili Wang (wanghuili@dlut.edu.cn)
Publisher: Emerald Publishing
Received:
October 22 2024
Accepted:
March 25 2026
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2026 Emerald Publishing Limited
2026
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2026) 179 (6): 659–669.
Article history
Received:
October 22 2024
Accepted:
March 25 2026
Citation
Yang Y, Yin Y, Zhang C, Wang H (2026), "Influence of rotational speed on the response of rotation construction of a cable-stayed bridge". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 179 No. 6 pp. 659–669, doi: https://doi.org/10.1680/jstbu.24.00176
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