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Parameter optimization of viscous damper for cable-stayed bridge using improved multi-objective particle swarm algorithm
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Li XU1, Yu-min LI1, Zi-hao DING2, Geng-geng LIU3, Kang LIU1, Hong-yu JIA2
Journal of Vibration Engineering | 2024, 37(6) : 1006 - 1014
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Journal of Vibration Engineering | 2024, 37(6): 1006-1014
Parameter optimization of viscous damper for cable-stayed bridge using improved multi-objective particle swarm algorithm
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Li XU1, Yu-min LI1, Zi-hao DING2, Geng-geng LIU3, Kang LIU1, Hong-yu JIA2
Affiliations
  • 1College of Civil Engineering, Fuzhou University, Fuzhou 350116, China
  • 2School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
  • 3College of Computer and Data Science, Fuzhou University, Fuzhou 350116, China
Published: 2024-06-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.06.011
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Traditional designs of viscous dampers for large-span cable-stayed bridges often suffer from low efficiency and challenges in balancing multiple,mutually constrained damping control objectives. To address these issues,this paper proposes an improved multi-objective particle swarm algorithm for optimal damper parameters design,based on the "variational" method of genetic algorithms. A finite element model of a large span cable-stayed bridge was established,and a seismic response analysis of the entire bridge was conducted. Viscous dampers were installed in the longitudinal direction of the bridge according to the seismic demand. Response surface mathematical models were established to represent the relationships between the seismic responses of the tower bottom bending moment,damping force,beam end displacement,and the damper parameters. Using the seismic response surface model,a global automatic optimization search analysis of the damper parameters was performed using the proposed algorithm,resulting in the determination of the optimal damper parameters. Additionally,a set of damping parameter combinations were determined for comparative analysis using the traditional parameter sensitivity analysis method. The results show that the optimization method offers good computational accuracy,high optimization efficiency,and a better trade-off among multiple,mutually constrained seismic control objectives. The combination of damper parameters obtained by the optimization algorithm,compared to the damping response of the combination of damping parameters obtained by the conventional method,increases the bottom bending moment of the tower by 1.73%,reduces the damping force by 5.97%,and reduces the displacement of the beam end by 1.66%. The optimized parameter combinations of dampers with higher accuracy are determined without the need for multiple finite element trial calculations,resulting in improved damping effect and significant time savings.

bridge engineering  /  viscous damper  /  improved particle swarm algorithm  /  cable-stayed bridge  /  response surface method  /  multi-objective optimization
Li XU, Yu-min LI, Zi-hao DING, Geng-geng LIU, Kang LIU, Hong-yu JIA. Parameter optimization of viscous damper for cable-stayed bridge using improved multi-objective particle swarm algorithm[J]. Journal of Vibration Engineering, 2024 , 37 (6) : 1006 -1014 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.06.011
Year 2024 volume 37 Issue 6
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.06.011
  • Receive Date:2022-09-05
  • Online Date:2026-02-09
  • Published:2024-06-28
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  • Received:2022-09-05
  • Revised:2022-11-23
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Affiliations
    1College of Civil Engineering, Fuzhou University, Fuzhou 350116, China
    2School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    3College of Computer and Data Science, Fuzhou University, Fuzhou 350116, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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