Consideration on vorticity resonance and wind vibration risk of central channel steel box girder suspension bridge

doi:10.59238/j.pt.2012.06.001

Home > Archive>Volume 16, Issue 06, 2012 >7-12. DOI:10.59238/j.pt.2012.06.001

Consideration on vorticity resonance and wind vibration risk of central channel steel box girder suspension bridge
DOI:
                        10.59238/j.pt.2012.06.001
                    
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Affiliation:(Engineering Design and Research Institute, Traffic Headquarters, Armed Police Force, Beijing 100029, China)
Clc Number:TU311.3
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Abstract:

The vortex-induced resonance of the central channel steel box girder suspension bridge under the action of low wind velocity is described. Wind vibration risk of suspension bridge was reviewed based on historical data.

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Fengyun Xu, Jianqiao Zhang, Ziteng Yu Consideration on vorticity resonance and wind vibration risk of central channel steel box girder suspension bridge. Prestress Technology 2012,16(06):7-12. 10.59238/j. pt.2012.06.001

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Online: August 06,2023
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