支承臂 的英文怎麼說

中文拼音 [zhīchéngbèi]
支承臂 英文
supported boom
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 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. The trunnion assembly is supported by air bearings at the end of each arm and is held in position by brake shoes at each bearings.

    耳軸組件的支承是每根臂末端的空氣軸承，軸承上的閘瓦起定位作用。
  2. The effect of the support at the crest introduces in particular an inversion of the normal curvature of a free cantilever in free deformation.

    特別是壩頂支承作用使一個自由懸臂梁的變形曲線。
  3. For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1, has its performance of mechanics that is close to cantilever deep beams, it is an important kind of components in architectural structure which sustains roof trusses, brackets, tray " beams, frame " beams, wall " beams and crane " beams

    剪跨比a h _ 0 1的短鋼筋混凝土牛腿，其受力性能接近於懸臂深梁，在建築結構中是支承屋架、屋面梁、托架、托架梁、框架梁、墻梁和吊車梁等的重要構件。
  4. If the superstructure is crossways, make sure that the foot section is not lying on the track groups or the outrigger struts of the auxilliary support ( if required, props up the boom to a higher level )

    如果上車為十字交叉型的，則務必確保臂桿根部沒有接觸到履帶組或輔助支承上的支腿壓桿（如夠必要，可把臂桿墊得更高些） 。
  5. The mechanism consists of a steering gear box, pitman arm, drag kink, tie rods, steering arms, and steering knuckles, the latter supporting the front wheels

    該機構由轉向器，轉向垂臂，縱拉桿，轉向橫拉桿，梯形臂和轉向節構成，轉向節支承著前輪。
  6. The heavy - duty slewing crane is suitable for the material swinging operation in metallurgy, railway, quay, machinery manufacture, etc. this hoist adopts the structure of rotary fulcrum bearing and variable cross - section. the overweight height is up to 2. 5 - 2. 6 meters, and rotary radius is up to 7 - 12 meters

    重型旋臂型起重機適用於冶金鐵路碼頭機械製造等行業的物料吊運作業，該機採用了回轉支承與半截面壁結構，超重高度達2 .米，回轉半徑達米。
  7. In this paper, a new type of slim beams with steel sections encased in a prorietary sp slab were investigated experimentally and theoretically, including a simply - supported beam, a framed beam and a cantilever beam

    摘要對一種新型組合梁鋼混凝土組合扁梁的承載力性能進行了試驗研究，共完成3根不同形式的構件：簡支組合扁梁、框架組合扁梁和懸臂組合扁梁。
  8. For the cantilever beam, the theoretical stiffness and limited capacity are slightly less than the test ones if considering only the steel beam and the reinforced bars in the negative moment zone with the concrete in the tension zone ignored

    結果表明：簡支組合扁梁，忽略彈性中和軸以下受拉的混凝土的影響，採用等效換算截面方法計算所得的剛度和極限承載力與試驗結果比較吻合；懸臂梁只考慮混凝土板中配置的負彎矩鋼筋，忽略混凝土，計算所得的剛度和極限承載力比試驗結果略微偏小，但相差不大。
  9. Against classical dynamic balancers of crank and connecting rod mechanism, the test system has virtue hereinafter : ( 1 ) supporting structure adopt projecting beam uniquely. the signal of vibration provoked by crank and connecting rod mechanism revolving is concentrated to strain beam. the signal is not only abundance, but also easy to test and the test sensitivity is great

    與傳統的曲柄連桿機構動平衡機相比，這種測試系統具有以下優點：支承結構採用獨特的懸臂梁式結構，曲柄連桿機構在運轉過程中振動規律完全映射到支承梁的應變上，振動信號豐富且易測試、靈敏度高。
  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. The critical crack and stress put forward provides theoretic foundation for monitoring portal machine. 3. applying steady theory of board, studying the problem of early curvature, flexibility model, welding remaining stress, elastic transmutation and brace condition and so on, conclude that structure of beam is primary place where metal structure of portal crane lose stabilization and the break of main beam is result of losing partial stabilization of main board

    文章提出的界限應力和臨界裂紋對于港口機械的監測提供了理論依據； 3 、運用板的穩定理論，探索了作為薄壁構件的門機金屬結構在失穩破壞中所涉及到的初曲率問題、彈性模量問題、焊接殘余應力問題、彈塑性變形問題以及支承條件問題等，得出了門機金屬結構發生失穩破壞的主要部位為臂架結構，且主臂架的折斷是由於受壓翼板局部失穩引起整體破壞； 4 、探討了焊接對結構承載的影響。
  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. Using the united method in this paper, the bending solution of the rectangular plate with one edge built - in and one or two corner point supported can be derived under arbitrary load

    本文的統一解法可以解決懸臂板或帶有角點支承時在任意荷截作用下的彎曲。
  14. Compared with the traditional cantilever structure, the bearing life of two - terminal bracing structure is improved by 17. 51 times, while the contact stress of gear tooth is reduced by 45. 7 %, and the bending stress of gear tooth is reduced by 62. 8 %

    與傳統主動齒輪懸臂結構相比兩端支撐結構的軸承壽命提高了17 . 51倍、輪齒接觸應力降低45 . 7 % 、輪齒齒根彎曲應力減小62 . 8 % 。
  15. A simplified formula for the shear capacity of rc simply supported beam which strengthened with the cmmr is proposed in this paper. 3 、 the shear capacity of rc beam strengthened with cmmr is studied. though the test of fourteen simply supported reinforced concrete beams and five overhanging reinforced concrete beams with cmmr, it analyses the effects of shear - span ratio, web reinforcement ratio of cmmr, style of loading, preloading on strengthening, and compares them with rc beams using ordinary stirrup

    3 、根據本文進行了的14根混凝土簡支梁和5根混凝土伸臂梁的水泥復合砂漿鋼筋網抗剪加固試驗，分析了剪跨比、鋼筋網配筋率、加固形式以及持荷狀態等因數對整個構件極限抗剪承載力的影響，並與混凝土梁進行了比較。
  16. It provides steady lifting with low noise, and is equipped with lifting brackets, anti - fall supporting protection, stopping protection against wire fracture, limiting device for maximum load, control device for maximum lifting height and fixing device for the turning angle of the bracket arm

    升降平穩、噪音低，並設有舉升托架、防跌落支承保險、鋼索斷裂制動保險；最大負荷限定裝置和托臂回轉角度鎖定裝置。
  17. The usual finite software is used in this paper. the three - dimension cable element, three - dimension girder element, rigid element and special support element are used to build the finite element model of the whole cablestayed bridge

    本文利用通用有限元軟體，採用空間拉索單元，空間梁單元和剛臂單元以及特殊的支承單元，建立了斜拉橋全橋的三維有限元模型。
  18. In this paper, a shear mode mr elastomer damper was designed and manufactured ; the pulse responses of a one - disk cantilever rotor supported on the mr elastomer damper were experimented in the stationary state ; and the mechanical properties of the system were analyzed

    設計製作了一種剪切式磁流變彈性體阻尼器，試驗研究了支承在該阻尼器上的單盤懸臂轉子系統在靜止狀態下的脈沖激振響應，並分析了系統的力學特性。
  19. At last, with the stiffness method, the effect of diaphragm density on restraining the distortion of thin - walled bar is analyzed. with different load cases of uniformly load and concentrated load and different boundary conditions of two fixed ends and two simply supported ends and cantilever, the distortion and torsion of the same rectangle thin - walled girder is examined

    在均布和集中兩種反對稱荷載情況下，按兩端固定、兩端簡支和懸臂三種不同的支承情況，採用剛度法對同一矩形截面薄壁桿件的畸變和剛性扭轉分別進行分析。
  20. The locking device can not only support and lock the space arm in the stage of transport and launch to avoid distorting with great inertial force, but also releases reliably before the space arm start working. at the same time, the locking device neither influences the movement of the space arm and the satellite nor produces any space garbage for its parts are designed properly

    所設計的鎖緊裝置既可以保證在運輸和發射等階段支撐並鎖緊機械臂，防止機械臂因承受過大的慣性力而變形，又可以實現在機械臂開始工作前可靠地解鎖;所設計裝置的各個部件，既不影響機械臂和衛星的正常作業，又不產生任何太空垃圾。
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