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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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142 Seungjin-gil, Gongdo-eup,
Anseong-si, Gyeonggi-do,
17563, Korea

TEL +82-31-658-2906  |  FAX +82-31-658-2908
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TESolution
​Total Engineering Solution in Wind Engineering and Vibration Control
142 Seungjin-gil, Gongdo-eup, Anseong-si, Gyeonggi-do, 17563, Korea

Tel :  82-31-658-2906
Fax : 82-31-658-2908
Contact : tesolution@tesolution.com

​Copyright © 2016 TESolution