Along-wind effects 顺风反应
wind effects index 风效指数
structural wind effects 结构风效应
wind effects of towers 桥塔风效应
Wind effects on Cable-supported Bridges 大跨度缆索承重桥的风效应
wind ram effects 风力冲压效应
wind passage effects 桥塔风效应
effects of wind 风的作用
With the immense leap in computational speeds in the recent past, numerical experiments via Computational Fluid Dynamics are fast maturing as a viable complement, if not an alternative to wind tunnel investigations to study the various wind effects on bridges.
近年来，随着计算速度的迅猛发展，基于计算流体动力学的数值方法正在迅速成熟。 虽然这些方法还不能取代风洞试验，但已成为研究桥梁风效应问题的一种有效手段。
参考来源 - 基于FLUENT软件的大跨度桥梁颤振导数识别·2,447,543篇论文数据，部分数据来源于NoteExpress
Since numerical model can provide the detailed flow field data, it has a great advantage compared with the wind tunnel experiment in accurately evaluating the wind effects on pedestrian.
数值模式能够在每一个计算格点和每一个时间段提供流场的详细信息，因而，在准确评价行人风环境或者其他风环境问题上比风洞实验更具优势。
Side wind effects on driving safety were investigated for long-span Bridges in strong wind based on comprehensive management of freeway.
针对高速公路综合管理需求，研究强风天气的大跨度桥梁行车安全性问题。
应用推荐