柵格密度 的英文怎麼說

中文拼音 [zhà]
柵格密度 英文
density of teeth
  • : 柵名詞(柵欄) railings; paling; palisade; bars
  • : 格象聲詞rattle; gurgle
  • : Ⅰ名詞1 (秘密) secret 2 [紡織] (密度) density 3 (姓氏) a surname Ⅱ形容詞1 (距離近; 空隙小)...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  1. Such grids effectively smooth out the velocity fluctuation above the dense bed.

    相床層上有效地使速波動平緩起來。
  2. Using the sensor as calculating transporting of corn and soybean, the pecision rate can be 100 %. up to now, the sensor has been used on a meter study equipment more than one year

    就目前手工製作所達到的柵格密度而言,用於玉米、大豆的排種計數,準確率為100 。
  3. This paper studies the effect on aerodynamic characteristics of the grid fin geometry by choosing different cross - section shape and thickness outer frame, changing the thickness of internal fins and the density of internal honeycomb, comparing the datas obtained from the corresponding wind tunnel tests

    模擬了翼的邊框剖面形狀和邊框厚以及莖厚、蜂窩疏翼氣動力特性的影響,並把計算結果與實驗結果進行了比較。
  4. The maim factors affecting the velocity profiles are the viscosity near the bed, particle grid resistance and the density gradient

    影響流速分佈的主要因素有底部粘、顆粒阻尼和
  5. Implementation of ball grid array and other high density technology

    球形排列和其它高技術的執行
  6. A centrifuge testing program was undertaken to investigate the distributing of displacement on the embankments " cross sections and to observe the performance of these embankments at failure or the failure trend of these embankments. the responses of foundations were also analyzed. various slopes and various spacing of the reinforcements were considered in this testing program

    通過離心模型試驗,對不同邊坡坡、不同加筋的土工加筋路堤及不加筋路堤橫截面上的位移分佈進行了對比分析,對各模型在不利工作狀況下地基的響應情況、路堤的整體變形情況、破壞情況及趨勢進行了觀察。
  7. Earth embankment and geogrid reinforced embankment with various slope, various spacing and length of the reinforcements, various heights were calculated by fem. each factor ' s influence on the tensile stress of the geogrids, the stress and displacement distribution in the cross sections of embankments and the response of foundations were analyzed

    採用有限元理論與方法對不同高、不同邊坡坡、不同加筋、不同加筋長的土工加筋路堤及不加筋路堤進行了計算與分析,研究了各因素對內拉力分佈、路堤橫截面上位移及應力分佈的影響以及地基的響應情況。
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