拱臂 的英文怎麼說

中文拼音 [gǒngbèi]
拱臂 英文
arch spandrel
  • 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; ...
  • 臂 : 臂名詞1. （胳膊; 從肩到腕的部分） arm 2. （人體解剖學上多指上臂） upper arm
  1. In 1928, freysinet used the cantilever concept to construct the springing of the arch rib in the plougastel bridge.

    在1928年，弗萊西奈運用懸臂的概念，在德國普魯加斯泰爾橋修築了拱橋的起拱部分。
  2. Vertical elements carry sufficient load through cantilever action to produce cantilever deflections equal to arch deflections.

    垂直桿件則借懸臂作用產生和拱撓度相等的懸臂撓度，來承擔足夠的荷載。
  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. The upper body of the dam, having lost the assistance of the cantilevers, now behaves predominantly as a horizontal arch.

    上部壩體已喪失掉懸臂梁的輔助作用，現在主要表現出一個水平拱圈的性狀。
  5. Based on the arch - cantilever method, the stability of arch ring and cantilever beam against elastic buckling in arch dams are analyzed with the theory of elastic stability, and the conclusion is drawn that the stability of arch dam against elastic buckling is governed by the top arch ring

    按照拱梁分載法的思想，用彈性穩定理論分別對拱壩的拱圈和懸臂梁的抗屈曲穩定性進行了分析，得出拱壩的抗屈曲穩定性由壩頂拱圈控制的結論。
  6. His shocked companions wanted to kowtow for the great honour. instead of allowing them to reveal his identity, the emperor told them to tap two fingers on the table. one finger represented their bowed head and the other represented their prostrate arms

    ，有一天皇帝與他的臣子到了一家茶館，為了要掩飾他的尊貴身分，便站起來為大家斟茶，為了不嚇壞臣子，皇帝事先想出讓臣子用手指輕敲桌面，以代表磕頭施禮其中一根手指代表他們低頭，另一手指則代表拱起的臂膀。
  7. The construction of the bridge began in oct 1999, and the closing up of the steel tube was in dec 2000. during that period, i learned and analyzed the current construction methods fairly comprehensively, and collected the construction technique data of the cfst arch bridges having been built. based on this, aided by the simulation of construction procedure using finite element program, i proposed the operation program to make the steel tube segment be located at one time, and the scheme of dividing rooms to segment pouring

    大橋於99年10月開工， 2000年12月主橋鋼管合龍，在此期間，本人就目前鋼管混凝土拱橋的施工方法進行了較全面的了解和分析，搜集了此類已建橋梁的施工技術資料，在此基礎上，又藉助有限元程序對施工過程模擬計算的支持，提出了在梅溪河大橋懸臂安裝過程中，鋼管節段一次就位的操作程序和鋼管混凝土分倉灌築的方案，並為施工單位采納應用。
  8. Cantilever arch truss

    懸臂拱形杵架
  9. Besides experiments, the present domestic and abroad study on anti - slide pile is mainly analysis by traditional cantilever beam method, foundation coefficient method and elastic mechanic method. on the basis of previous studies, this paper carries out a research on relevant design and calculation theory about anti - slide piles, comprising the interaction between anti - slide piles and rock and soil of side slopes, the soil arching model of anti - slide piles and the internal stress calculation method of prestressed anchor cables

    目前國內外對抗滑樁的研究，除試驗研究外，主要採用傳統的懸臂梁法、地基系數法及彈性力學方法來進行分析。本文在前人的研究基礎上，通過對抗滑樁相關設計計算理論進行研究，包括抗滑樁與邊坡巖土體的相互作用，抗滑樁的土拱效應模型以及抗滑樁預應力錨索的內力計算方法進行分析。
  10. 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。
  11. Construction monitoring of reinforced concrete arch bridge with precast segmental cantilever

    懸臂拼裝鋼筋混凝土箱型拱橋的施工監測方法
  12. The results are important for dam base excavation and engineering disposal. ( 2 ) arch dam can be regarded as an elastic ground cantilever system composed of vertical cantilever, horizontal arch, and torsion structures. the dissertation takes the arch dam as load diversion system of arch - cantilevers system located on the ground composed of elastic cantilever

    （ 2 ）將拱壩虛擬為由座落在壩基塊體有限元上的一系列懸臂梁與水平拱組成，將懸臂梁視作由水平拱所支承的彈性地基梁，考慮徑向和切向調整，比以往的彈性地基梁只考慮徑向調整有所發展；而且用塊體元模擬壩基，也能較精確地模擬壩基多種斷裂構造等對壩體結構行為的影響。
  13. Then, this paper presents a program, which is used to analyze the construction control of modong hongshuihe arch bridge. the calculated values coincide with the measured data and closely agree with the results obtained by other references. it was thus confirmed that the stress balance d method is effective and reliable in practice

    同時依據應力平衡法的思想，編制了用於懸臂拼裝拱橋施工控制的程序，採用該程序對廣西來賓磨東紅水河大橋進行了施工控制分析計算，經與監測數據及課題組研究成果相比較，結果表明，應力平衡法是合理與有效的。
  14. Riley has me move the bench six inches, arch my back to shift forward my center of gravity, and straighten and raise my wrists so that the piano keys, rather than my sore joints, bear the weight of my arms

    芮利要我將椅子往後移15公分、背部拱起將重心往前移，並使手腕伸直、抬高，這樣一來，承受我手臂重量的將會是琴鍵，而不是我那酸痛的關節。
  15. But, as he confidently anticipated, there was not a sign of a jehu plying for hire anywhere to be seen except a fourwheeler, probably engaged by some fellows inside on the spree, outside the north star hotel and there was no symptom of its budging a quarter of an inch when mr bloom, who was anything but a professional whistler, endeavoured to hail it by emitting a kind of a whistle, holding his arms arched over his head, twice

    他原來蠻有把握，可不料哪裡也看不到等待顧客的車夫的蹤影。僅只在北星飯店門外停著一輛四輪馬車，那也許是在裏面狂歡者雇的。盡管向來不會吹哨，布盧姆先生還是高舉雙臂，在頭上彎成拱形，使勁學著吹上兩聲口哨，朝那輛馬車打招呼，可它絲毫沒有移動的跡象。
  16. This paper emphasizes on the construction control of concrete arch bridge, which is constructed by the precast segmental cantilever method. through analyzing this new erection method, it is considered that the cable forces directly influence the stresses of arch rib sections and the deflections of the arch axis, in addition, the stress of the arch rib section is the key factor in construction control

    本文以懸臂拼裝鋼筋混凝土拱橋的施工控制為研究對象，結合工程實例，分析了大跨徑鋼筋混凝土拱橋的懸臂拼裝施工方法，認為施工過程中拉索的索力直接影響拱肋截面的應力和拱肋軸線的標高，拱肋截面的應力是懸臂拼裝拱橋施工控制的關鍵因素。
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