桿組 的英文怎麼說

中文拼音 [gǎnzǔ]
桿組 英文
a ur group
  • 桿 : 桿名詞（桿子） pole; staff
  • 組 : Ⅰ名詞1 （由不多的人員組成的單位） group 2 （姓氏） a surname Ⅱ動詞（組織） organize; form Ⅲ量詞（...
  1. The circuit identification of planar single - input - dyads mechanism ( sidm ) is studied

    研究平面單輸入雙桿組連桿機構（ sidm ）迴路識別問題。
  2. As - sbc contains a basic four - bar loop ( bfbc ) and a dyad. base on the distance of two common joints shared by the bfbc. and the dyad, the model of circuit identification is established

    將stephenson六桿鏈（ s - sbc ）看作由一個基礎四桿鏈（ bfbc ）和雙桿組組成，基於bfbc和雙桿組的兩個公共副之間的距離，建立了s - sbc迴路識別模型。
  3. Rod assemblies for flight controls - technical specification

    飛行控制桿組件.技術規范
  4. Taking unified kinematic synthesis equations for hinged 3 - bar groups as foundation, this paper puts forward the unified optimization models of function synthesis for watt, stephenson, and 6 - bar linkages

    以鉸鏈三桿組運動綜合方程組為基礎建立watt型及stephenson ，型函數發生機構運動綜合的統一優化方程。
  5. 2. analyzing the displacement of the follower based on the assur - group method and the differentiation of the cubic spline function 3

    2 .以桿組分析方法為基礎，結合三次樣條函數求導法進行從動件的位移分析。
  6. Analyzing the velocity and acceleration of the follower based on the assur - group method and the inversion of the mechanism. 4

    3 .以桿組分析方法為基礎，結合轉化機構原理及凸輪機構的相對速度理論進行從動件的速度和加速度分析。
  7. This paper presents an assur - group method for the kinematic analysis of plannar cam mechanisms. during inversion, each instantaneous cam mechanism is transformed into an assur - group in this method

    該方法是把反轉中的凸輪機構的各個瞬時機構轉化為桿組，通過對桿組的分析完成對凸輪機構從動件的運動分析。
  8. Barrel buffer piston rod assembly

    槍管緩沖器活塞桿組件
  9. Tfx acts as an execution - only broker associated with the one of the world s most influent market - makers and offers a diversity of leverages on foreign exchange as well as precious metals gold silver and cfds contracts for difference on stocks indices

    瑞匯的投資杠桿組合從最低的0倍到最高的100倍，從而為客戶形成了一個更為有效的投資方式組合，並且避免了對實際投入資金數量的高額要求。
  10. Design of point - supporting glass curtain wall of glass - guy rod structure

    拉桿組合結構點式幕墻設計
  11. The cable - strut tensile structures are the self - stress equilibrium systems composed by tensional cables and struts. in this paper, the basic concept of the structures was described. the analysis methods of the structural characteristics ( statically and kinematically determinate or indeterminate ) and the geometrical stability were presented. it is indicated that the cable - strut tensile structures are in stable equilibrium with first - order infinitesimal mechanisms. the ranks of equilibrium matrix were calculated by employing the singular value decomposition, and the independent modes of inextensional mechanisms and the states of self - stress were also obtained in the same way. this paper contains some typical examples which illustrate all of the main points of the work

    索桿張力結構是指由張力索和壓桿組成的、具有預應力自平衡的新穎結構體系.本文詳細闡述這種結構的基本概念和結構特徵，討論結構靜動定體系特性和幾何穩定性判定分析方法，指出索桿張力結構應具有一階無窮小機構的幾何穩定體系.文中採用奇異值分解方法計算結構平衡矩陣的秩，並計算獨立機構位移模態和自應力模態.最後，對幾種典型的索桿張力結構進行了算例分析
  12. The study finished is as follows. ( 1 ) a method of synthesizing the types of cam - linkage mechanism is introduced. it includes the prerequisites, existing criterions and process of transforming link mechanisms into cam - linkage combined mechanisms, as well as the way to catalogue all the combined mechanisms

    凸輪連桿機構在精確實現預期軌跡方面有較大的優越性，本文主要對其進行研究，主要完成以下工作: （ 1 ）介紹凸輪連桿組合機構的類型綜合方法，包括由連桿機構轉換成凸輪連桿組合機構的必要條件、存在判據和轉換步驟，以及組合機構的編目方法，指出了文獻[ 12 ]的不足之處。
  13. The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams, columns and outer frame as reinforcing fiber. ( 2 ) elastic - plastic stage. the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar

    （ 1 ）彈性階段? ?將墻體視為一種以輕質砌塊為基體，混凝土肋梁、肋柱、外框為增強纖維的復合材料等效彈性板； （ 2 ）彈塑性階段? ?將墻體視為一個由鋼筋混凝土剛架和與之鉸接的砌塊等效斜壓桿組成的剛架斜壓桿組合模型； （ 3 ）破壞階段? ?將墻體視為肋梁嚴重破損的梁鉸框架模型。
  14. The acceptability our rejection and the depiction of some content in the course " mechanisms and machine theory " is discussed, ( e. g., group dividing, solving steps of the graphical method for vector equation, versions and methods for analytical kinematic analysis, inversion design for linkage mechanisms, crank angle between the two limiting positions, design formulae for cam mechanisms, classification of combined mechanisms, formula of the radius of addendum circle of gear, balancing of machinery, etc. ) and some new opinions are presented

    摘要就《機械原理》課程的某些內容（如：拆桿組的方法、矢量方程圖解法的解題步驟、運動分析解析法的版本和方法、連桿機構的反轉法設計、極位夾角、凸輪機構設計公式、組合機構的分類、齒輪齒頂圓半徑公式、機械的平衡等）的取捨和敘述進行探討，提出一些新的看法。
  15. Safety fences and barriers for highways - specification for components for untensioned corrugated beam safety fence

    公路的安全欄桿和護柵.不張緊式波形梁安全欄桿組件的規范
  16. Suspend - dome is a new multiplex structure system composed of single - layer spherical latticed shell above, prestressed cables below and braces bars used to link them. compared with single - layer latticed shell and cable dome, suspend - dome can cross a larger span economically and reasonably

    弦支穹頂（ suspen - dome ）是由上部的單層球面網殼，下部的預應力環索和斜索以及聯系二者的撐桿組成的一種新型的復合結構體系。
  17. So we can complete the kinematic analysis of the cam mechanism by the analysis of the corresponding assur - group. based on the method, this paper deals with plannar disc - cam mechanisms with different types of followers. the main points of this paper are as follows

    基於桿組的分析方法，本文圍繞各種類型從動件的平面盤形凸輪機構做了如下工作： 1 .根據凸輪機構的檢測數據利用三次周期樣條函數插值法對凸輪實際廓線進行曲線擬合。
  18. The results show that after water is successfully blocked, the roadway deformation is controlled using the highly - prestressed anchor combined bolting system and the supporting invalidation is avoided

    結果表明，在成功阻斷泥化誘因「水」之後，高強預應力錨桿組合支護體系可有效控制巷道變形，避免泥化導致隨后的錨固失效。
  19. An equivalent system of rrr - rrr grade bar - group and its dynamic model

    級桿組的等效系統動力學建模
  20. For 2 - dof 5 - bar hybrid driven hinged linkages, ‘ two - step synthesis method ’ has been applied to study its path generation synthesis. firstly, the optimization model for

    首先建立應用rrr級桿組精確再現軌跡的優化綜合模型，然後在運動分析的基礎上建立以rrr級桿組作補償運動的優化綜合模型。
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