Concerning equivalent static wind loading (ESWL) theory, people have done a lot of works on high-rise buildings and large-span bridge structures.
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。
An elaborate method is developed to analyze equivalent static wind loading (ESWL) of large span roofs, in order to cope with the problem of multi-mode vibration of these structures.
针对大跨度屋盖结构多振型参与振动的特点，提出了一套确定该类结构等效静力风荷载的精细化方法。
Static and dynamic wind loading is a key consideration in the structural design of large-span steel domes which are wind induced sensitive structures.
大跨度钢结构穹顶为风敏感结构，准确得到平均风荷载和风振力对工程设计非常重要。
The structure was study under several kinds of situations as follows: (1) Static response under9,10,11 level of wind loading;
运用正位试验方法对轻型铝合金活动房屋进行了承载力试验，研究了结构在：①9级、10级、11级风荷载作用下的静力响应；
Traditional loading patterns take wind load as static load, it is not applicable for gantry cranes, wind vibration should also be considered.
因此如传统加载形式，将风荷载作为静力荷载加至起重机上并不适用，还必须考虑风致振动的问题。
Traditional loading patterns take wind load as static load, it is not applicable for gantry cranes, wind vibration should also be considered.
因此如传统加载形式，将风荷载作为静力荷载加至起重机上并不适用，还必须考虑风致振动的问题。
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