端拱 的英文怎麼說

中文拼音 [duāngǒng]
端拱 英文
end arch
  • 端 : 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...
  • 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; ...
  1. Now, right before us, the anchorage was bounded by a plateau from two to three hundred feet high, adjoining on the north the sloping southern shoulder of the spy - glass, and rising again towards the south into the rough, cliffy eminence called the mizzen - mast hill

    在我們前方，錨地與一片高約兩百至三百英尺的高地連接著。高地的北端與望遠鏡山的南坡相接，向南則逐漸拱起，形成崎嶇多石的後桅山。
  2. On this foundation the article inducts in detail the method which is based on the relative settlement of calculating unit area end support ( qb ) force at the same time considering the feature of pedestal pile ' s " arch effect " the article introduces conception of pile effective length and finally obtain t he formula of calculating man - made pipe with bulb - shaped axial carrying capacity. the article uses marc program to calculate and analyze foundation soil ' s stress and displacement and gets the change curve chart and the proportion that is shared by king - pipe side soil friction resistance and pipe end counterforce respectively. the article inducts the structure of pedestal in detail on the basis of generalizing pedestal application cases of many countries

    在此基礎上論文詳細歸納了以相對沉降為依據確定單位面積端承力q _ b的計算方法，並考慮擴底樁的「拱效應」特點引入了有效樁長的概念，最後結合公路規范推出了比較實用的人工挖孔擴底樁軸向承載力計算公式。論文運用了marc程序對地基土的應力和位移進行了有限元數值計算分析，得到了地基土的應力和位移場的變化曲線和在加載過程中樁側土摩阻力和樁端反力各自所承擔的比例；本文還在總結各國挖孔擴底樁應用情況的基礎上就擴底樁的構造進行了詳細的歸納。
  3. A case study for nanning bridge, the first long span unsymmetrical extroversion arch bridge with curve beam in the world is given

    利用幾何方法推導了空間鋼箱拱肋節段拼裝誤差在拱肋最大懸臂端的累積規律。
  4. For some of these events, the tops of the magnetic loops showed a curious cusp, giving them the pointed appearance of a gothic arch, rather than presenting the usual rounded peak

    在一些日焰現象中，磁場環圈頂部顯現出神奇的尖端，看起來就像是有尖頂的哥德式拱門，而非一般常見的圓頂。
  5. ( 2 ) according to the forming model of the deep pull cracks, they can be divided into three classes pulled cracks -, pressed cracks and sheared cracks. ( 3 ) based on the two - dimensional and three - dimensional finite element methods. the following results can be affirmed : in the slope excavating process, the base surface will rebound in the direction of the excavating surface ' s excerior normal. the maximal displacements of the left and right bank are + 3. 6cm and + 2. 4cm ; the arch abutment will rebound in the direction of the river valley, the maximal displacements of the two bank are + 3. 5cm and + 2. 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction. the maximal displacements are + 2. 1cm and + 1. 7cm. ( 4 ) the natural slope is stable

    （ 3 ）通過二維及三維有限元分析得知，左右岸拱肩槽邊坡在開挖過程中，開挖底面主要表現為朝開挖面外法線方向發生回彈，左右岸最大位移量分別為+ 3 . 6cm 、 + 2 . 4cm ；拱端面主要表現為向河谷方向發生側向回彈，左右岸最大位移量分別為+ 3 . 5cm 、 + 2 . 2cm ；上下游坡面主要表現為向臨空方向的回彈，左右岸最大位移量分別為+ 2 . 1cm 、 + 1 . 7cm ；開挖使巖體產生由卸荷回彈導致的傾倒拉裂現象。
  6. The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level. in some cases, this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges. as a result, the performances of the prestressing reinforcement can be efficiently utilized

    它利用拱肋承擔壓力，系梁預應力束抵抗拱端推力，吊桿及縱橫橋面系結構承受橋面荷載，既克服了傳統拱橋巨大的拱端推力，又改善了連續梁橋較大的彎矩和剪力的受力狀況，最大限度地發揮了拱梁混凝土和預應力鋼筋各自的特點，經濟效益顯著。
  7. From a flowery arch at the bottom of my garden i gazed over the sea - bluer than the sky : the old world was beyond ; clear prospects opened thus : -

    我從花園頂端拱形花棚下眺望著大海它比天空更加蔚藍。舊世界已經遠去，清晰的前景展現在面前，於是：
  8. The image worshipped inside is the god of navigation protector. the architectural structure inside the hall has the characteristics of the portuguese monstrous of 17th century with arch ceiling. on the right side of the church there is an old bell on which these words were inscribed : " this bell was made by the highest ranking leader of macau in 1707 for the virgin mary monastery in monte da guia " and " was recast in 1824.

    此教堂是東望洋山上最古老的教堂，建於1626年，所供奉的是葡人奉為護衛航海之神，殿內建築是17世紀葡國修院的特色，天花板呈拱形，教堂右方的古鐘上刻有「此鐘為澳門端最高首長狄西歷總隊長於1707年為東望洋山聖母隱修院而制」和「於1824年重鑄」的字樣。
  9. Through the experimentation for the physical performance of cfpb masonry under local compression, the author has observed the deformation and failure of cfpbm. based on the mathematical statistics and regression analysis of the experimental data, the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations, analyzed stress distribution of local bearing masonry under beams end, and provided the calculating formula on effective supporting length of beam end in brick masonry. as the results of experiments demonstrate, owing to the cfpb ' s own holes " system, the beneficial effects, the bounding effect of surrounding masonry and the spread effect of force, have not developed completely

    試驗結果分析表明：由於多孔磚自身的孔洞結構，砌體內部的圍箍作用和力的擴散作用未得到充分發揮，局壓強度雖較軸心受壓強度有所提高，但仍低於同情況下實心磚的局壓強度；當有上部荷載作用時，對砌體局壓有利的懸臂卸荷作用和內拱卸荷作用均不明顯，因此在推導梁端局壓強度計算公式時，未考慮此可能存在的有利影響，計算偏安全；局壓強度提高系數公式除採用規范公式（二項式）的表達式，還用對數式進行了回歸推導，得到了一個較為普遍的公式；論文還對梁端局壓的梁端有效支承長度計算公式進行了回歸推導。
  10. On the basis of simplified calculation model presented by doctor wangxiaoping, some finite element models are set up. by finite element model program sap93, an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made. also a study on the relation between definite support displacement, which reflect variational stiffness of substructure represented by steel column or reinforced concrete column, and load - carrying capacity mechanical performance is made too

    本文以w666金屬拱型波紋屋頂為研究對象，沿用王小平博士的簡化計算模型，對18m 、 30m跨波紋拱兩端不同支座形式（鉸支、固支和彈性支座）分別利用有限元計算程序sap93進行計算分析，研究波紋拱在不同跨度，不同支座形式下，不同外荷載作用時對該結構受力性能及穩定承載力的影響，同時分析下部支承鋼柱、鋼筋混凝土柱的剛度變化體現為允許支座位移的大小與結構受力性能及穩定承載力之間的關系。
  11. Who designed the arch bridge with granite - faced pylons at either end

    誰設計在拱橋兩端鑲有花崗巖的塔門？
  12. Fixed end arch

    固定端拱
  13. Ventilation at one end of vault is accustomed used in main workshop of underground hydropower station, the flux uniformity of the outlet influences how the basic network cell model - - - - blast vault should be established in network simulation

    地下電站主廠房常採用拱頂一端送風進行送風，其各個風口的送風均勻性直接關繫到主廠房送風拱頂這一網路基元在網路模型中應如何圖化。
  14. The paper studies the the flux uniformity of the outlet when ventilates at one end of vault in the main workshop of xiluodu underground hydropower station via the method of numerical simulation cfd, puts forward means which can achieve symmetrical ventilation, validates the cfd results credibility by the way of model experiment afterward

    本文採用cfd數值模擬的方法對溪洛渡地下電站主廠房拱頂一端送風的均勻性進行了研究，提出了實現均勻送風的手段，然後用相似模型實驗進行了驗證，並據此提出了均勻送風拱頂與非均勻送風拱頂的網路基元模型。
  15. Two - way arch bridges have big weight in existing bridges in our country, they have large quantity & locate all over the country. for some reasons, they behave aging & diseases. for the purses of assuring transportation safety, highway salibility, having the existing bridges to be used sufficiently & using the maintain money properly, it is necessary to do proper reliability evaluation for two - way arch bridges. consultes on the base of large quantity of domestic & foreign literature, this thesis uses engineering survy & others " evaluation experience & advances factors analysis & system synthesis method for two - way arch bridge. this method overcomes the shortcomings & abuses that the used methods have. it has high veracity, strong adaptability & good maneuverability

    為了保證公路暢通、行車安全，充分發揮現役橋梁的作用，合理使用橋梁的維修加固費用，需對雙曲拱橋的可靠性做出恰當的評估。本文在大量參考國內外文獻的基礎上，結合工程調查和前人評估經驗，提出了雙曲拱橋可靠性評估的因素分析和系統綜合法，克服了過去各種方法的不足和弊端。該方法準確性高、適應性強、可操作性好。
  16. As we know, support at the both straight edge of acmr is a elastic support between the hinged support and fixed support, and its stiffness is variational. so the relation between support stiffness and load - carrying capability of acmr is worth to be studied

    眾所周知，實際工程中波紋拱兩端的直邊支座處于鉸支和固支之間，屬一彈性支座，其彈性剛度是變化的，支座剛度與波紋拱結構受力性能及穩定承載力之間的關系是一個非常值得研究的課題。
  17. In pacific ocean pan get this sea with elder brother hand over, it is also the advanced place of peninsula, the tide with turbulent great waves, the carving masterpiece of be magical presents when your is present : ai er a may, arch and sea supernatural finger, and pull all tower na with the famous monsters such as window stone

    在太平洋泮和哥得斯海的交接點，也是半島的尖端處，波濤洶涌的浪潮，將神奇的雕刻傑作呈現在您的眼前：艾爾阿可、拱門、海神手指、和拉凡塔娜和窗戶等有名的怪石。
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