风向角的英文

• wind angle
• wind direction angle

• "风向"英文翻译    wind direction
• "角"英文翻译    role; part; character
• "提前风向角" 英文翻译 :    predicted wing angle
• "相对风向角" 英文翻译 :    relative wind angle
• "真风向角" 英文翻译 :    true wind direction
• "风向" 英文翻译 :    wind direction
• "波向角" 英文翻译 :    relative wave obliquity
• "导向角" 英文翻译 :    angle of deflection; guide angle
• "定向角" 英文翻译 :    angle of orientation; orientation angle
• "法向角" 英文翻译 :    normal angle
• "反向角" 英文翻译 :    back-angle
• "方向角" 英文翻译 :    angle of aspect; bearing direction; direction angles; directional angles; lateral deflection angle
• "航向角" 英文翻译 :    azimuth angle; course angle; heading angle; relative bearing; track angle
• "换向角" 英文翻译 :    angle of commutation; commutation angle
• "极向角" 英文翻译 :    angle
• "交向角" 英文翻译 :    angle of convergence; convergent angle
• "径向角" 英文翻译 :    radial angle
• "浪向角" 英文翻译 :    wave direction angle; wave to course angle; wave-to-course angle
• "流向角" 英文翻译 :    angle of current
• "偏向角" 英文翻译 :    angle of deflection; angle of deviation; angle of squint; angleofsquint; declination angle; deviation angle
• "取向角" 英文翻译 :    angle of orientation
• "首向角" 英文翻译 :    angle of heading; heading angle
• "有向角" 英文翻译 :    directed angle
• "指向角" 英文翻译 :    angle of direction; angle of spread; angleof read
• "轴向角" 英文翻译 :    axial angle

• Displacement dynamic responses , acceleration dynamic responses and wind direction influence on them are discussed in the time - domain and the frequency - domain
  采用时程分析法研究了该复杂结构的风振响应、风振系数及其与风向角的关系。
• Based on the experiment investigation , the law varying with wind directions of three dimensional wind load spectrum and its mechanism are analyzed , and some conclusions are obtained
  得到三维风荷载谱随风向角的变化规律及其产生机理，进而做出了若干结论。
• The spectra of three dimensional wind loads on the model of wuhan international stock building is investigated in a boundary layer wind tunnel when the wind direction varies from 180 to 270
  摘要通过风洞试验，对武汉国际证券大厦模型180 270风向角范围内的三维风荷载谱进行了分析。
• When the rules for fluctuating wind pressure distribution and wind direction affection on it are summarized , the relationship of the fluctuation wind pressures and the mean wind pressures are analyzed
  分析了脉动风压分布情况和脉动风压随风向角的变化规律，总结了脉动风压和平均风压相互关系。
• Wind induced maximal accelerations at the highest inhabitancy floor are analyzed as wind direction varies and the effects of wind direction to acceleration response of the building are obtained
  此外，分析了该大厦最高居住楼层的最大加速度响应随风向角的变化，得到了风向对最大加速度响应的影响规律。
• The distribution of mean wind pressure is analyzed and compared with the distribution on similar structural surface . through summarizing the rules for wind direction affection on wind pressures distribution , the most dangerous wind directions are gotten
  分析了平均风压的分布情况，并将其与相近结构表面的风压分布进行了比较；通过总结平均风压随风向角的变化规律，得出椭球面屋盖和圆锥面幕墙最不利风向角。
• Based on wind tunnel test and theoretical analysis , the vibration mechanism , vibration shape , dynamic response and equivalent wind load factor of the long - span grid roof of taizhou stadium subjected to wind excitation are analyzed systematically in this dissertation , and some valuable results are obtained . in the matter of wind tunnel tests , the distribution rules of roof under various wind directions are obtained through the data got from the wind tunnel tests for rigid model of long - span grid roof of taizhou stadium
  在风洞试验方面，通过对台州体育中心屋盖刚性模型在模拟大气边界层风洞中进行的不同风向角下的风洞试验所得数据的研究，获得了结构在各种情况下的屋面风压分布规律，并且绘制了台州体育中心屋盖在各个风向角下的屋盖平均风压系数和脉动风压系数分布等值线图。
• Based on the date of full - scale measurements , modeling wind tunnel tests and theoretical researches of the wind loads on low - rise buildings available , involved the date of the wind tunnel test and computational numerical simulation fulfilled in this paper , the effects of wind loads on low - rise buildings have been studied systematicaly and extensively . it reveled properly the principle of the changes of the surface mean pressures , local pressures , and fluctuating pressures with the building geometry , roof type and slope , wind direction , eave configuration , cladding system , and dominate openings
  本文根据国内外有关低层房屋风荷载的全尺寸实测、模型风洞试验及其理论方面的研究，包括本文进行的低层房屋屋面风压分布的风洞模型试验和计算机数值模拟计算，对低层房屋的风荷载特性进行了系统而深入的研究，较好地揭示了低层房屋表面的平均风压、局部风压和压力的波动随房屋的几何尺寸、屋面形式、屋面坡度、风向角、檐口构造、覆面材料和门窗开洞而变化的特点和规律。
• Abstract : wind tunnel experiments were carried out to investigate the influence of wind direction on the wind pressure of proximite buildings . mean and fluctuating pressure coefficients on a high building , at sixteen different wind incidences and with one and two interfering buildings , were measured in the tests . this paper presents the characteristics of wind pressure on the building , which varies with the incident wind angle and with the numbers of adjacent buildins . due to the variation of wind angle and the interference effects , the complex feature of pressure distributions can be found on the downstream building surfaces for building group arrangement at certain angle of wind attack . some area of the interfered building for such configuration , in comparison with one single building ' s , may undergo very strong positive or negative pressures
  文摘:通过风洞实验研究了风向对两个和三个邻近建筑风压分布的影响特性.实验结果给出了在不同风向角下,作用于受扰建筑上的平均和脉动风压系数.当受扰建筑处于下游位置时,建筑之间的干扰效应主要表现为遮挡影响,建筑物上的总体风压系数不是很大,但在建筑物表面上有时会产生局部较大的负压系数.另外,在某些风向角下由于受到上游分离气流的影响,在下游建筑的局部表面又会出现较大正压.这些结果可供建筑布置和结构设计时参考