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The bending-torsional coupling effect of a curved bridge is so obvious. To explore the effect of the curvature radius to a curved bridge, the WuJiaWan Bay Bridge is taken as an object of analysis. The bridge is made up of high piers and long-span continuous ridge frame. The relationship of a whole curved bridge with or without changes in the radius of curvature to the torque is obtained. The results show that the changes in the radius of curvature of the torque have an obvious effect on the main bridge, the bridge pier and no effect on the most favorable position.

Influence of Support arrangement on Box girder structure of Span curved bridge with high piers