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正常路拱路段英文怎麼說

正常路拱路段 的英文翻譯

正常路拱路段 英文 normal crown section 正 : 正名詞(正月) the first month of the lunar year; the first moon 路 : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se... 拱 : Ⅰ動詞1 (兩手相合 臂的前部上舉) cup one hand in the other before the chest 2 (環繞) encircle; ... 段 : Ⅰ量詞(部分) section; segment; part; paragraph; passage Ⅱ名詞(姓氏) a surname 正常 : normal; regular; average 路段 : a section of a highway or railway

正常路拱路段 例句

  1. This stormy passage through the rapid growing years of our youth will probably facilitate the normal progression of the adult life cycle
    這 段 充滿暴風雨的 路 穿過我們迅速成長的歲月,可能會促進我們成人生活周期的 正 常 行進
  2. Abstract : this paper presents simulation of the traffic status over the third ou - jiang bridge and analyses the road conditions and the reasons for obstructing the normal traffic. based on the simulation analysis, the corresponding proposals of traffic organization and management are suggested. these proposals are finally simulated and compared
    文摘:通過模擬甌江三橋全 路 段 交通運行,分析阻礙交通 正 常 運行的原因及其道 路 條件並得出分析結果,根據分析結果制定相應交通組織和管理的處理措施,最後對這些措施進行模擬和比較。
  3. Stress analysis of cracking section of partially prestressed concrete struture during normal use
    結構 正 常 使用階 段 開裂截面的應力分析
  4. The result shows that the profile which has a narrow region of peak value of tangential wind and a shorter radius of maximum wind, corresponds with the leaning northwest track and the maintenance or enhancement of intensity ; the profile which has a wide region of peak value of tangential wind and a longer radius of maximum wind, corresponds with the northern - turn track and the attenuation of intensity
    結果表明:切向風速廓線上峰值區狹窄,最大風速半徑較小時,臺風呈西北方向移動的 正 常 路 徑,強度易於維持;切向風速廓線上峰值區寬平,最大風速半徑較大時,臺風呈北折轉向的異 常 路 徑,強度易於衰減。
  5. In theory research based on truss theory, the effective length of the cfrp sheet and ultimate capacity of paste layer is introduced, then the calculation procedure of the ultimate shear capacity of rc t - section beams strengthened with cfrp laminates is put forward, so did the reinforcement design method of normal service phase
    基於桁架理論,引用有效粘貼長度的概念,以粘貼層所能承受的極限抗力為計算控制參數,提出了碳纖維布對鋼筋混凝土t梁極限承載力及 正 常 使用階 段 的加固計算方法。

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