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Mersey Gateway Bridge (Wind Resistant Design)


MERSEY GATEWAY BRIDGE (WIND RESISTANT DESIGN)
MERSEY GATEWAY BRIDGE (WIND RESISTANT DESIGN)
Wind Tunnel Test/Analysis Conducted:
▣ Section model test of bridge deck
▣ Section model test of pylon leg
▣ Aeroelastic model test of free standing pylon
▣ Wind shield model test
▣ Force balance test of car



​​The Mersey Gateway Bridge comprises three parts: North Approach Viaduct, Main Crossing and South Approach Viaduct. The Main Crossing will be a four-span, three-mono-pylon, cable-stayed bridge with a total span of approximately 998m. Approach viaducts to the north and south of the main crossing will be approximately 706m and 544m in length respectively taking the total span (abutment-to-abutment) to approximately 2.25km.  

The wind tunnel tests and analyses were carried out to investigate the wind-induced behaviors of the bridge during and after construction. The items of tests and analyses are described as follows: 




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    • Wind Tunnel Test for Buildings
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    • Feature Projects
    • Feature Projects - Vibration Control Devices
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    • Vibration Control Facilities
    • Wind Tunnel Facilities
    • Equipment
    • Vibration Exciters
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