大跨度桥梁的风场重建和最佳风速计布置

Shu-Meng Li, You-Lin Xu, Shang-Jun Jiang
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摘要

对于位于沿海地区的大跨度桥梁,通常会在桥上安装数量有限的风速计来监测风况和风效应。为了充分利用有限风速计的风信息,本文提出了一种风场重建方法,该方法基于风条件模拟法,沿桥面迭代相干函数,为桥梁提供完整的风场。在风场重建方法方面,本文进一步研究了风速计的最佳放置位置,以便以最少的风速计数量获得最佳的风场重建效果。最后,将所提出的两种方法应用于一座实际的长悬索桥,该桥的一侧装有三个风速计,以证明这两种方法的可行性和准确性。结果表明,重建的风场不仅与测量的风速历史记录和频谱相匹配,而且还为整个桥面提供了最佳的风相干函数、风速历史记录和风频谱。结果还显示,在桥面适当位置安装的风速计数量有限,但重建的风场效果令人满意。
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Wind field reconstruction and optimal anemometer placement for long span bridges
For long span bridges located in coastal areas, a limited number of anemometers are often installed on the bridge to monitor wind conditions and wind effects. To make best use of wind information from limited anemometers, this paper proposes a wind field reconstruction method, based on wind conditional simulation method with the iteration of coherence function along the bridge deck, for providing a complete wind field for the bridge. In terms of wind field reconstruction method, this paper further investigates the optimal anemometer placement for obtaining the best wind field reconstruction with the least number of anemometers. The proposed two methods are finally applied to a real long suspension bridge equipped with three anemometers on one side of the bridge to demonstrate the feasibility and accuracy of the methods. The results show that the reconstructed wind field not only matches with the measured wind speed histories and spectrums but also provides the best wind coherence function, wind speed histories, and wind spectrums for the entire bridge deck. The results also show that with the limited number of anemometers installed at appropriate positions relative to the bridge deck, the wind field can be reconstructed satisfactorily.
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