Design and comparative simulation study of passive anti-sway measures for bridge erecting machine hoist systems
Abstract To mitigate the issue of trolley-induced load oscillation in bridge erecting machine operations during the construction of bridges, this study worked out three anti-sway schemes motivated by passive anti-sway principles: a twelve-cable direct hoisting system, an eight-cable anti-sway system, and an anti-sway motor control system. Simulation results indicated that, with the same operating conditions, the anti-sway motor control system enables loads to synchronize better with trolley motion, achieving the best anti-sway performance, and is recommended as the optimal choice. Moreover, the motor anti-sway control system not only achieves better passive suppression performance but also enables more convenient active control to suppress oscillations, further demonstrating its superior performance.
Authors
- Z. L. Wang (ORCID: https://orcid.org/0000-0002-5927-3906)
- Jie Li (ORCID: https://orcid.org/0000-0002-6912-3346)
- Weiqi Mao (ORCID: https://orcid.org/0009-0004-8784-929X)
- Jiajue Fang
- Guang-Dong Zhou (ORCID: https://orcid.org/0000-0002-1628-8286)
Institutions
- China Railway Major Bridge Reconnaissance & Design Institute (China) (CN)
- Zhejiang Institute of Hydraulics & Estuary (CN)
- Zhejiang University (CN)
Publication Details
- Journal
- Journal of Physics Conference Series
- Published
- 2025-05-01
- DOI
- https://doi.org/10.1088/1742-6596/3019/1/012004
- Primary Topic
- Dynamics and Control of Mechanical Systems
- Type
- article
- Field-Weighted Citation Impact
- 0.00