2009, Volume 11, Issue 3
Strategic Study of CAE >> 2009, Volume 11, Issue 3
Study on longitudinal wind load calculation method of cables for cablestayed bridge
CCCC Highway Consultants Co. Ltd., Beijing 100088, China
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Abstract
The cable force experiment was carried out during the design of Sutong Bridge. By comparing with the international research results, the calculation formula of longitudinal wind drag coefficient for cables was advanced to fill the blank of bridge wind resistant code of China, and this formula has already been adopted in the Highway Bridge Wind Resistant Design Code (JTG/T D60012004) with great significance for bridge engineering.
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References
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[ 3 ] Nippon Honshou -Shikoku Consortium.Wind -resistant Design Criteria[ S] .Tokyo:Maruyoshi press Co.,Ltd.,1994
[ 4 ] 苏通大桥设计项目组.苏通大桥初步设计文件[R].南通:苏通大桥设计项目组,2002
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[ 6 ] COWI公司.苏通大桥CARDC风雨振和阻力系数试验风洞试验说明性报告[R].丹麦:COWI公司,2004
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