大跨度双层桁架主梁三分力系数识别
刘昊苏(
),雷俊卿*()
),雷俊卿*()
Identification of three-component coefficients of double deck truss girder for long-span bridge
Hao-su LIU(),Jun-qing LEI*()
),Jun-qing LEI*()
图 8. 不同风速下三分力系数的试验数值与CFD 计算结果对比
Fig.8. Results comparison of three-component coefficients between wind tunnel test and CFD simulation under different wind speeds
