定常风的英文

• permanent wind

• "定常"英文翻译    permanent; stationary; stead ...
• "风"英文翻译    wind
• "定常风浪" 英文翻译 :    steady sea
• "定常风速" 英文翻译 :    steady wind speed
• "常风" 英文翻译 :    constant wind; moderate wind; regular wind; steady wind
• "定常" 英文翻译 :    permanent; stationary; steady
• "正常风" 英文翻译 :    prevailing wind
• "惯常风险" 英文翻译 :    customary risk
• "通常风险" 英文翻译 :    usual risks
• "异常风味" 英文翻译 :    off-flavour
• "正常风味" 英文翻译 :    normal flavor
• "正常风险" 英文翻译 :    natural risk; normal risk
• "通常风暴条件" 英文翻译 :    ordinary storm condition
• "定常的" 英文翻译 :    permanent; stationary; steady
• "定常顶" 英文翻译 :    stationary term
• "定常级" 英文翻译 :    stationary level
• "定常解" 英文翻译 :    time-independent solution
• "定常流" 英文翻译 :    constant flow; permanent flow; stabilized flow; stationary flow; stationary stream; steady flow; teady motion of a fluid
• "定常区" 英文翻译 :    constant state region
• "定常态" 英文翻译 :    constant state
• "定常性" 英文翻译 :    steadiness
• "非定常" 英文翻译 :    nonstationary
• "准定常" 英文翻译 :    quasi steady
• "日常风俗和习惯" 英文翻译 :    everyday customs and habits
• "特殊风险 非常风险" 英文翻译 :    abnormalrisk

• Numerical simulation of steady flow around a 3d high - rise building
  高层建筑三维定常风场数值模拟
• In the paper , the computing method based on the non - steady wind pressure in frequency domain is applied to the calculation of roof structure of shanghai south railway station
  摘要为了研究结构参数对复杂大跨空间结构风致振动的影响，以上海南站工程屋盖结构为例，利用基于非定常风荷载的风致动力响应频域分析方法，对结构的抖振响应进行参数分析。
• In this paper i was in virtue of the fluent software , set up the geometrical model of jin ’ ao mansion and adjacent buildings , used non - equilibrium wall functions to deal with the problem which come from the near wall , used realizable k - turbulent model to simulate the steady flow around 3d high - rise buildings , we can get the distribution of mean wind pressure coefficient of the surface of jin ’ ao mansion and five aerodynamics components . they were compared with the data from the wind tunnel test , we found out the distance between the result of the wind tunnel test and numerical simulation in the acceptable range
  本文以fluent软件为平台,建立金奥大厦及其周边建筑的计算几何模型,近壁区采用非平衡壁面函数法处理,运用基于雷诺时均的realizablek -湍流模型进行高层建筑三维定常风场数值模拟,获得金奥大厦表面时均风压系数分布及基底五分量气动力,并和风洞测压试验的结果及风压系数积分计算的基底五分量气动力相比较,发现两者之间的差异在可接受的范围之内。