茅壩 的英文怎麼說

中文拼音 [máo]
茅壩 英文
maoba
  • : 名詞1. [植物學] (白茅) cogongrass2. (姓氏) a surname
  • : 名詞1 (攔水建築物) dam2 (固堤建築物) dyke; embankment 3 [方言] (沙灘; 沙洲) sandbar; sandba...
  1. The main content of this article includes : " ( l ) the planar non - linear and viscid - elastic static mechanical analysis is used to analyze and calculate the md in service. ( 2 ) the planar nonlinear static mechanical analysis of the stress and deformation is used to analyze the med in banking, which is banked to the height of 140m

    主要研究工作有: ( 1 )坪溪防護大完建和蓄水時的應力和變形的分析計算:對完建和蓄水時體的應力和變形進行平面非線性靜力分析計算和平面粘彈性靜力分析計算,對分析計算結果作出結論。
  2. The construction techniques and mechanics are approaching or even reaching the international advanced level in the asphalt concrete impervious deck of the recent completed tianhuangping pumped - storage hydroplant and the counter dam in the yangtze river which is being built with the height of 104 m, the volume of asphalt concrete core of 5x104m3

    最近建成的天荒坪抽水蓄能電站上庫瀝青混凝土防滲面板和正在建設的高104m 、瀝青混凝土心墻方量達5萬多m ~ 3的長江三峽水利樞紐坪溪防護工程,施工工藝和施工機械化程度已達到或接近國際先進水平。
  3. Introduces some anti - seepage high embankment dams in the world with bitumen concrete inclined core wall, and analyzes, taking the existing maopingxi embankment dam as an example, the effect of slope thereof on the stress and deformation of the wall by non - linear adhesive elastic finite element calculation changing the type and thickness of the core wall

    摘要介紹世界上幾座瀝青混凝土斜心墻防滲高土石,並結合國內已建的坪溪瀝青混凝土心墻,通過改變其心墻形式和厚度,並用非線性粘彈性有限元對其進行計算分析,探討了斜心墻的傾斜斜率對心墻的應力與變形的影響。
  4. Mechanized construction of asphalt concrete core of maopingxi earth - rockfill dam

    坪溪土石瀝青混凝土心墻機械化施工
  5. The maopingxi embankment dam ( med ) with an asphaltic concrete core wall, an a - class permanent building, is an important part of three gorges project

    坪溪防護大屬一等一級永久建築物,是三峽工程的重要組成部分。
  6. Combined with the behavior in 1st constructing period of maopingxi dam, nonlinear fem calculation and material parameter back analysis are applied to the maopingxi asphaltic concrete core dam

    本文結合期施工情況,對坪溪瀝青混凝土心墻進行了非線性有限元應力應變計算和體材料參數反演分析。
  7. This article uses the fem ( finite element method ) and statistics model to analyze and forecast the stress and deformation of med, combined with the specific practice and safety monitoring of med

    本文結合坪溪防護大的具體施工及安全監測情況,使用有限元方法和統計模型,對坪溪防護大的應力和變形進行了綜合分析和預測。
  8. ( 3 ) the statistics model is employed to press and analyze the date, which were collected through the security field monitoring, to the stress and deformation of the med, and then these results were compared with fem results, of the med before it was banked to 140m. ( 4 ) the stress and deformation prediction the med has been made both while the dam has been built height of 185m and after the reservoir is full of water

    ( 3 )坪溪防護大填築至140米高程時應力和變形安全監測資料分析:使用統計模型對應力和變形安全監測獲取的應力和變形資料進行數據處理和分析,並與坪溪防護大140米高程以下施工情況下的應力和變形的分析計算結果作出比較。
  9. The main contents are as follows : 1 ) 3 eliminate error criterion method and step wise regression analysis method is used to analyze the errors of observation date. in the stepwise regression analysis, aging, loading and temperature which bulkily affects the dam ' s vertical deformation are selected as the regression factors, then regression equation and curve of each point are worked out

    運用3準則剔除誤差法和逐步回歸分析法對的觀測資料進行誤差分析,在逐步回歸分析中,選用對體豎向變形影響較大的時效、施工加載和溫度作為回歸因子,求出各測點的回歸方程和擬合曲線。
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