墩端 的英文怎麼說

中文拼音 [dūnduān]
墩端 英文
nose
  • : Ⅰ名詞1. (土堆) mound 2. (墩子) a block of stone or wood Ⅱ量詞(用於叢生的或幾棵合在一起的植物) cluster
  • : Ⅰ名詞1 (東西的頭) end; extremity 2 (事情的開頭) beginning 3 (門類; 方面) item; point 4 (原...
  1. Two numerating methods are used in traditional structural design of gate chamber. first, considering the gate frusta to be fastened on the weir body, it is calculated as plane stress problem independently. then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body, and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed

    傳統閘室結構計算有兩種計算方法,其一是將閘視為固于堰體上,單獨進行閘平面受力計算,再將閘下部的計算結果(彎矩和垂直力)作為集中荷載作用於堰體上,堰體作為彈性地基梁或板進行片面應力計算。
  2. The construction techniques of sinking well and explode in water are introduced. auto climbing form panel technique is applied in the construction of main tower

    斜拉橋主橋設計為鋼筋混凝土圓型沉井結構,其中詳細介紹了沉井下沉施工技術,同時介紹了水下松動控制爆破技術。
  3. The variable-depth girder is 4. 96m deep at the piers and 1. 83m deep at midspan and its extremities.

    梁高是變化的,在橋處為4.96米,在跨中和部為1.83米。
  4. The variable - depth girder is 4. 96m deep at the piers and 1. 83m deep at midspan and its extremities

    梁高是變化的,在橋處為4 . 96米,在跨中和部為1 . 83米。
  5. Ignoring the jerking of her chest muscles and holding her breath resolutely, she pushed away from the post and swam along the bridge shadow. the bridge was long, but it had to lead to shallow water. she kept going

    顧不得胸肌的抽搐,拼全力憋住呼吸,她離橋那根支柱,沿著橋的影子游去。橋是很長,但總有淺水橋。她不停地游。
  6. Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier

    本文結合黃河小峽水電站泄洪閘預應力閘這一工程實踐,採用國際上已成熟的有限元方法,合理地建立了預應力閘的三維有限元模型,該模型可方便地按預應力錨索的點位施加錨索預張拉力,考慮了可能發生的多種荷載工況組合,並與無預應力閘結構進行了對比分析研究,指出其預應力效果是明顯的,可以大大改善閘結構的受力狀態,通過三維有限元分析,還得到了胸墻簡支、固不同情況下的應力成果和各荷載下的位移成果,這些成果的取得對預應力閘的設計具有一定的指導和參考價值。
  7. For the structure that the side - frusta is also used as retain wall, considering the side frusta fastened on the weir body, the plane stress is calculated at first. then the moments, horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate, and stress distribution on the weir body are calculated piecewise

    對于邊兼作擋上墻結構,通常是將邊視為固于巖體上,先進行下為固的擋墻平面受力計算,再將擋墻下部的彎矩、水平剪力和垂直力作為集中外荷載進行堰體的應力計算,堰體也只能分段進行片面受力計算。
  8. This is especially a problem in extreme climates where water can get into the cracks between supports, freeze and expand and cause a huge amount of damage

    特別是在極氣溫中,水會滲進橋之間裂縫,冷凍擴大並造成巨大的傷害。 」
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