| 1. | The surface wind is the principal agent controlling nontidal currents' surface waves .
表面风是控制非潮汐的海流表面浪的基本营力。 |
| 2. | Numerical simulation of wind pressures on low - rise building with gable roof
低层双坡屋面房屋表面风压的数值模拟 |
| 3. | Standard practices for measuring surface wind and temperature by acoustic means
用声学方法测量表面风和温度的标准规范 |
| 4. | Standard practice for characterizing surface wind using a wind vane and rotating anemometer
用风标和旋转风速计表示表面风特性的标准实施规程 |
| 5. | There are extensive literatures on the subject to the study of wind pressure on the building and vibrations caused by winds currently
目前,关于建筑物表面风压和风振研究较为深入,相关文献较多。 |
| 6. | The dynamic pressure measure technology on the building ’ s surface can get rather exact wind load distribution of buildings , can use in the design of buildings structure and glass cladding
其中的建筑物表面动态测压试验技术能够得到较为准确的建筑物表面风压分布,可以用于建筑结构及玻璃幕墙设计。 |
| 7. | Finally displacement wind load factor and inner force wind load factor are calculated and compared . the applicability of them is offered for design reference , based on the analysis of the difference between their values
通过对位移风振系数和内力风振系数的计算和比较，分析两者对于大跨异型结构表面风荷载计算的适用型，以供设计参考。 |
| 8. | The results show that the effect of reynolds number on the wind pressure distributions of these curved models is evident , and the contributions of the first several pod eigenvectors to the overall wind pressure distributions become much bigger
结果表明，此类曲面模型表面风压分布受雷诺数影响明显，且模型曲面特性使得风场本征正交分解的前几阶特征模态对整个风压分布的贡献增大。 |
| 9. | The two - dimension plane model and two - dimension vertical model developed have been used in practical projects , in which : in the flood simulation of daqing city , the two - dimension plane unsteady flow model has been built to fit in with the irregular river boundary and realize the rapid forecast of the water flow . in this model , the geographic information sys
在博斯腾湖大水体研究中采用平面二维水流与水质模型，可完全适应不规则的湖岸边界，考虑表面风应力，对吞吐量、风力、泵站位置、水位四种因素的多种组合情况下的博斯腾湖风生环流、矿化度分布及出流水质进行了模拟计算，获得了一些有意义的研究成果。 |
| 10. | Considering such embarrassed condition , the present study puts forward two theories , which is standard solution and model solution , to obtain the wind - induced response and eswl on civil engineering buildings . by applying the above - mentioned two solutions , the wind - induced dynamic problems on long span roofs can be solved . and the characteristic of wind pressures on long span roofs is also investigated
本文提出建筑结构风致响应和等效风荷载的标准( standard )解法和模态( model )解法，并把这两套方法应用于大跨度屋盖结构中，同时对大跨度屋盖结构表面风压的分布特征进行了分析。 |
