拱形支架 的英文怎麼說

中文拼音 [gǒngxíngzhījià]
拱形支架 英文
arch lining
  • 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; ...
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 拱形 : arcuation; arch; arched拱形板樁 arched type piling bar （鋼材）; 拱形大樑 arched girder; 拱形涵（...
  • 支架 : support; stand; trestle; holder; rack; tressel; spur; sting; husk （hoose）; buck; undercarriage
  1. Or again, note the meanderings of some purling rill as it babbles on its way, fanned by gentlest zephyrs tho quarrelling with the stony obstacles, to the tumbling waters of neptune s blue domain, mid mossy banks, played on by the glorious sunlight or neath the shadows cast o er its pensive bosom by the overarching leafage of the giants of the forest. what about that, simon ? he asked over the fringe of his newspaper

    「再則，請注意那打著漩渦蜿蜒曲折地嘩嘩淌去的淚淚溪流與攔住去路的巖石搏鬥，在習習西風輕拂下，沖向海神所支配的波濤洶涌的蔚藍領國;沿途，水面上蕩漾著燦爛的陽光，兩邊的堤岸爬滿青苔，森林中的巨樹那架成拱形的繁葉48 ，將蔭影投射于溪流那憂郁多思的胸脯上。
  2. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  3. The paper mentions the design of three - dimensional graphics modeling in the mine such as shaft, laneway, and equipment of transport and mining. human - computer interaction and viewpoint rambling in the demo system are realized so that the simulating staff may look at circumstances from different viewpoint and positions. under the precondition of limited resources holding, the contradiction between the fidelity of image display and real - time feature of system interaction process is better resolved with using of display list and model culling technology

    論文中採用了opengl圖形庫的基本繪圖函數進行三維圖形的模型設計，並詳細給出了立井、拱形巷道、梯形巷道以及工作面支架和井底運輸巷道設備的三維圖形設計方法；並著重分析人機交互與視點漫遊功能的技術在系統中的實現；在佔用有限資源的前提下，為了提高場景實時顯示速度，論文中採用顯示列表和模型淘汰等技術，並編制出了一個虛擬礦井實例。
  4. Rc - masonry combination arch bridge makes rc arch ribs as former spanning structure and falsework of upper masonry ' s construction. finally, reinforced concrete and masonry together form arch ring

    它提出了以rc拱肋作為先期的跨越結構和後期高強石砌體砌築的施工支架，最終由石砌體和rc拱肋共同形成主拱圈的構思。
  5. The effect of pouring arch circle to support ' s deformation is studied. the pour sequence of main arch circle is laid down by the principle that support ' s deformation is minimal in the process of pouring concrete

    研究了拱圈澆注對支架變形的影響關系，遵循分段灌注順序應使支架在混凝土灌注過程中變形幅度最小的原則，制定了主拱圈灌注順序。
  6. Products made of magnesium oxychloride concrete used in mines. technical condition of arch support

    礦用菱鎂混凝土製品.拱形支架技術條件
  7. After an introduction to the research on the software for the design of the variant steel arched girder construction, the creation of the structural model, the structure of the supporting seat, the design of the variant arched girder, and the measures taken to ensure the stability of the plane surface of the arched girder, the thesis goes to study the methods for the hoisting and the angle setting of the long - span arched girders, as well as the bolting of the axle pin in the hinge support

    論文首先對變異鋼拱架結構設計可採用的軟體、結構模型的建立、支座構造形式、變異拱梁的設計，以及保證拱梁平面外穩定所採取的措施等進行了研究，然後研究了大跨度變異鋼拱架弧形梁吊裝、角度的調整、鉸支座穿軸銷等的施工方法，最後對施工完成後的位移進行了實際量測。
  8. Rc - masonry combination arch bridge abandons the disadvantages of conventional masonry arch bridge ' s falsework type construction, which makes longer construction time, higher cost and against protecting environment. compared with double arch bridge, it has better arch ring ' s integer and smaller distortion in the stage of use

    Rc -石砌體組合拱橋摒棄了傳統石砌拱橋採用有支架施工造成的工期長，造價高，不利於環境保護的缺點；相比于雙曲拱橋，主拱圈具有整體性好，使用階段變形小的優點。
  9. In view of the problems occurring in trapezoidal support used in coal seam gateway, a novel small - curvature arch support for mining engineering is presented

    摘要針對煤層順槽梯形支架存在的問題，提出一種新型結構的小曲率拱型支架。
  10. It is shown that small - curvature arch support is very superior to trapezoidal support in mechanical properties, and has higher bearing capacity and better self - stability, so that such problem as short - distance coal gateways and lower branch coal gateways can not be bolted and is difficult to support in high pressure can be solved effectively

    結果證明：小曲率拱型支架力學性能遠優于梯形支架，支撐能力大，自身穩定性良好，有效解決了近距離和下分層煤層巷道不可錨且在強壓下難支護的問題。
  11. Compared comprehensively, enclosed supports are better than non - enclosed supports ; supports of square annular shape or " u " shape are better than supports of semicircle arch

    綜合比較來看，封閉式支架要優于不封閉支架；馬蹄形或方環形支架要比半圓拱等支護形式好。
  12. Specification and experimental method for yielding u. section steel support in arch - shaped

    U型鋼拱形可縮性支架技術條件和試驗方法
  13. When applied in the contrast experiment to square annular supports and semicircle arch supports, the conclusion of numerical simulation is coherent with the result of the experiment

    應用數值模擬的結論，在現場進行了方環形支架與半圓拱支架的對比試驗，取得了較好的效果。
  14. On - the - spot repair technique for yielding support under pressure

    承壓狀態下拱形可縮支架的現場修復技術
  15. It is difficult and complicated in technology to construct a large - span reinforced concrete box arched bridge with a construction method with support

    大跨度鋼筋混凝土箱形拱橋採用有支架施工，施工難度大，技術含量高。
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