Abstract：One key technical problem of the Hong Kong-Zhuhai-Macao Bridge is the structural response to high winds. This study included wind tunnel tests of a conventional sectional model, a large sectional model, a full-bridge aeroelastic model and a self-supporting aeroelastic tower model for three channel bridges and non-navigable bridges. The results indicate that the original design of the Hong Kong-Zhuhai-Macao Bridge may suffer from wind effects such as flutter, unacceptable vortex-induced vibrations and tower galloping. Aerodynamic and structural modifications are given to eliminate the wind problems of the Hong Kong-Zhuhai-Macao Bridge. This research provides guidance for guaranteeing the safety of the Kong-Zhuhai-Macao Bridge in high winds.
廖海黎, 马存明, 李明水, 孟凡超. 港珠澳大桥的结构抗风性能[J]. 清华大学学报（自然科学版）, 2020, 60(1): 41-47.
LIAO Haili, MA Cunming, LI Mingshui, MENG Fanchao. Wind resistance of the Hong Kong-Zhuhai-Macao Bridge. Journal of Tsinghua University(Science and Technology), 2020, 60(1): 41-47.
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2020, Vol. 60 
