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Long-term tracking and variability analysis of modal parameters of a long-span cable-stayed bridge
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Jian-xiao MAO, Gui GUI, Hao WANG, Chao-yong YANG
Journal of Vibration Engineering | 2024, 37(1) : 52 - 59
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Journal of Vibration Engineering | 2024, 37(1): 52-59
Long-term tracking and variability analysis of modal parameters of a long-span cable-stayed bridge
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Jian-xiao MAO, Gui GUI, Hao WANG, Chao-yong YANG
Affiliations
  • Key Laboratory of Concrete and Pre-stressed Concrete Structures of Ministry of Education, Southeast University,Nanjing 211189,China
Published: 2024-01-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.01.006
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To enrich the measured database of the modal parameters of the long-span cable-stayed bridge,based on the data collected by the structural health monitoring system of the Sutong Bridge,the modal parameters of the bridge during 2010 are obtained using the established automated modal identification and tracking method. On that basis,the variability of the modal parameters of the bridge with the changing temperature and wind speed is analyzed. Results show that the frequency of the bridge is controlled by both temperature and wind speed. The frequency decreases with the increased temperature and increases with the increased wind speed. The variability of the damping ratio of the main girder of the bridge is significantly greater than that of the frequency. The damping ratio of the first-order lateral bending modes of the main girder fluctuates between 0.5% and 15% at low wind speed interval. It gradually decreases and stabilizes at about 2% when the wind speed is greater than 9 m/s. The damping ratio of the first four vertical bending modes of the bridge is mainly affected by the aerodynamic damping. It increases slightly with the increase of wind speed at the low wind speed intervals. The obtained results can provide a reference for assessing the in-service performance and issuing operational management of the bridge.

long span cable-stayed bridge  /  modal parameters  /  structural health monitoring  /  long-term tracking  /  variability
Jian-xiao MAO, Gui GUI, Hao WANG, Chao-yong YANG. Long-term tracking and variability analysis of modal parameters of a long-span cable-stayed bridge[J]. Journal of Vibration Engineering, 2024 , 37 (1) : 52 -59 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.01.006
Year 2024 volume 37 Issue 1
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.01.006
  • Receive Date:2022-03-23
  • Online Date:2026-02-10
  • Published:2024-01-28
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History
  • Received:2022-03-23
  • Revised:2022-06-20
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    Key Laboratory of Concrete and Pre-stressed Concrete Structures of Ministry of Education, Southeast University,Nanjing 211189,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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