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Full-scale measurement of Akashi-Kaikyo Bridge during typhoon

机译:台风期间明石海峡大桥的全尺寸测量

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摘要

Full-scle measurement data observed on the Akashi-Kaikyo Bridge during strong typhoons were analyzed. Power spectral density and spatial correlation of longitudinal velocity fluctuations were analyzed. PSD was well represented by Hino's formula by changing the scaling parameter. Spatial correlation at two points was well represented not by the exponential formula but by an alternative coherence function based on isotropic turbulence theory. Decay factor in the exponential formula showed a weakly increasing trend with the increase in distance and wind speed. Bridge response of deck lateral deflection was also analyzed. Static deflection at winds with normal to the bridge axis was in good agreement with the analytical value. Gust factors of deck lateral deflection were mostly less than design specification.
机译:分析了强台风期间在明石海峡大桥上观测到的全幅测量数据。分析了功率谱密度和纵向速度波动的空间相关性。通过更改缩放参数,可以用日野公式很好地表示PSD。两点的空间相关性不是由指数公式很好地表示,而是由基于各向同性湍流理论的替代相干函数很好地表示。随着距离和风速的增加,指数公式中的衰减因子呈现出微弱的增长趋势。还分析了桥面侧向挠度的桥梁响应。与桥轴垂直的风的静态挠度与分析值非常吻合。甲板横向挠度的阵风因子大多小于设计规范。

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