Study on longitudinal wind load calculation method of cables for cablestayed bridge
Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng
Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (3) : 26 -30.
Study on longitudinal wind load calculation method of cables for cablestayed bridge
Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng
Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (3) : 26 -30.
Study on longitudinal wind load calculation method of cables for cablestayed bridge
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.
Sutong cablestayed bridge / stayed cable / longitudinal / wind tunnel experiments
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