錨阻力 的英文怎麼說

中文拼音 [máo]
錨阻力 英文
anchor dray
  • : 名詞(鐵制的停船設備) anchor
  • : 動詞(阻擋; 阻礙) block; hinder; impede; obstruct
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 阻力 : 1 (阻礙事物發展的外力) obstruction; resistance 2 [物理學] resistance; drag; drag force; nowel; ...
  1. They include the ship kelvin wave pattern and wave resistance, the interaction of surface waves with floating bodies, the seakeeping of ships high - speed vessels and offshore platforms, the evaluation of the drift forces and other nonlinear wave effects responsible for the slow - drift responses of compliant offshore platforms and their mooring systems designed for hydrocarbon recovery from large water depths

    這包含了船波和波的抗、波和浮體的交互作用、高速行駛船舶與近岸結構物之耐海性、拖曳評估及其他造成順應式近岸結構物緩慢飄移現象的非線性效應,與結構物設計于深海中以重獲碳氫化合物之定系統。
  2. The research on calculating formula of coefficient of frictional resistance of bolting and shotcreting roadways

    噴巷道通風系數的計算式研究
  3. Study on distribution and diffusion regularity of frictional resistance in the inter face of grouted body of anchor cable

    索內固段摩分佈及擴散規律研究
  4. Test method for pullout resistance of ties and anchors embedded in masonry mortar joints

    埋入砌築砂漿縫中的拉桿和的拉拔的試驗方法
  5. Standard test method for pullout resistance of ties and anchors embedded in masonry mortar joints

    埋入磚石灰縫中的拉桿和的拔拉的標準測試方法
  6. According to the method in paper, roughness of bedrock surface of north anchor pit of runyang bridge is described in quantitative fractal dimension, and the method of determining frictional resistance of the whole anchor under many factors is discussed, which offers a new ideal and approach for precise determination of frictional resistance of rock mass engineering

    依據文中方法,對潤揚大橋北碇基坑建基面粗糙度進行了定量分維描述,探討了考慮多種因素條件下整個碇摩的確定方法,為巖體工程摩的準確確定探索了一條新的思路和途徑。
  7. Analysis of the loss for friction resistance between wedge and anchor - ring

    夾片與環摩擦損失的分析
  8. The results show that after water is successfully blocked, the roadway deformation is controlled using the highly - prestressed anchor combined bolting system and the supporting invalidation is avoided

    結果表明,在成功斷泥化誘因「水」之後,高強預應桿組合支護體系可有效控制巷道變形,避免泥化導致隨后的固失效。
  9. According to the the regression analysis on the bloting and shotcreting roadways of henan pingmei group, the regression equation on the degree that absolute grade and area of roadway influence coefficient of frictional resistance is built in the paper. the notable character test of the regression equation is completed. at last, the degree that absolute grade and area of roadway influence coefficient of frictional resistance is discussed and summed up. the practical and guiding sense in choosing coefficient of frictional resistance of congeneric roadways is given in the paper

    通過對平煤集團大量的噴巷道的回歸分析,建立了巷道壁面絕對粗糙度和巷道斷面積對摩擦系數影響程度的回歸方程,並對回歸方程作了顯著性檢驗,最後對巷道粗糙程度和斷面積對噴巷道摩擦系數的影響程度進行了討論和總結,對同類巷道摩擦系數的選取具有實踐指導意義。
  10. Taking suspension bridge anchor of runyang highway bridge as project background in this paper, considering undulating angle of rock mass structural plane, angle of mean square root slope method is established by exerting fractal geometry theory. fractal dimension of profile of rock mass structural plane is calculated by above method. and roughness degree is described quantitatively, furthermore correlativity between fractal dimension and roughness coefficient ( jrc ) is analyzed

    本文以潤揚大橋懸索橋碇摩研究為工程背景,運用分形幾何理論,從巖體結構面起伏角的角度出發,建立了均方根坡度角法測算巖體結構面剖面輪廓線的分維數,定量描述其粗糙程度,並分析了分維數與粗糙度系數jrc之間的相關關系。
  11. The current approaches including code methods to calculate stress losses due to anchorage set exist several shortcoming, such as unsuitable to different profiles of tendons or very complicated to compute due to sectional analysis. based on classical theory of friction when tendons are stretched in post - tensioned concrete members, the unified method to calculate the stress losses in tendons due to anchorage set while considering the affection of reverse friction has been established, these formulae are suitable to be used in computer ; also approximate formulae are produced which are suitable to manual computation, they are easy to be applied in research or design

    針對目前預應鋼筋固時鋼筋回縮引起的預應損失計算方法中存在的問題,建立了考慮反摩影響的后張法預應混凝土橋梁固損失的統一計算式,適用於任意形狀的預應鋼筋和單、雙端張拉的情形;給出了適于機算的理論公式和適于手算的近似計算式,可方便地應用於研究和工程實踐。
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