有关等效静风荷载理论的研究，以往多针对高层、高耸结构展开。
Concerning equivalent static wind loading (ESWL) theory, people have done a lot of works on high-rise buildings and large-span bridge structures.
就桥梁的静风响应进行了分析研究，对桥梁静风荷载和阵风等效静力风荷载进行了推导。
The static wind response of the bridge is analyzed. The static wind loads and the equality loads of gust wind are derived.
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