支鉸 的英文怎麼說

中文拼音 [zhījiǎo]
支鉸 英文
articulated gate shoe
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 鉸 : Ⅰ動詞[口語]1. （用剪子剪斷東西） cut with scissors 2. （用絞刀切削） bore with a reamer; ream Ⅱ名詞（指鉸鏈） hinge
  1. We mainly support related products to changan group, produce automobile gemel, and provide clip of gasoline tank and bracket

    我廠現主要與長安汽車集團直接配套，生產全車鉸鏈，還間接為長安生產油箱卡子、支架，有能力生產各種汽車、摩托車配件。
  2. Its upper end is hinge connected to a trestle on top of the tower head.

    它的上端與塔端上的支架成鉸接。
  3. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從梁極限狀態下的變形入手，將塑性鉸區看作純彎段，將塑性鉸以外的區域看作剛體，按照體外預應力筋的形狀不同，分工程中最常見的三種體外結構形式，即無轉向塊的直線型體外筋混凝土梁、具有一個轉向塊的單折線型梁和具有兩個轉向塊的雙折線型梁，研究體外預應力筋變形和梁體的變形間的關系，推導出以極限狀態下塑性鉸區之半對應的轉角為參數的計算體外預應力混凝土簡支梁以及連續梁的體外筋應力增量計算公式，並進一步求得梁的極限承載力。
  4. In tins paper, a new type of standing - wave linear usm with square - ring vibrator was presented, which had two contact surfaces and a support structure with four flexure hinges for the power output

    摘要利用有限元分析軟體對方環形直線駐波超聲波電動機的振子進行了動態設計，提出了一種環梁式雙接觸面的振子結構，該振子採用柔性鉸鏈與支撐結構連接，實現力的輸出。
  5. Based on the research to the stability variable cross - section beam, the bending defection differential equation of the variable cross - section beam in critical state of bucking is established. according to the edge condition of the structure, the differential equation is solved and bucking equation of variable cross - section beam is created. we can get the algorithm which can be used to calculate the equivalent inertia moment of the variable cross - section lattice structure when it is regarded as constant cross - section of solid web beam

    對變截面格構式構件的穩定性計算進行了初步的研究，通過建立變截面構件臨界狀態下彎曲變形的微分方程，根據變形邊界條件，得到了兩端鉸支的變截面梁失穩特徵方程，提出了幾種特殊形式的變截面格構式構件等效為等截面實腹式構件時等效慣性矩的計算方法。
  6. There are some research on the static state property of the ball friction coupling based on the hydrostatic bearing

    對靜壓支承球鉸副的靜態特性進行研究。
  7. The parts and units of jigs and fixtures. hinger rest

    機床夾具零件及部件.鉸鏈支座
  8. 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。
  9. In this study, sts - - the steel construction design module of pkpm, a software program of china " s institute of the construction science - - is employed to create the construction model in order to study the construction of the supporting seat. a mechanical analysis of the variant arched girders was implemented, with the result that consturction documents meeting mechanical requirements were designed for the hinge support, the roller support and the steel girders

    本文採用中國建築科學研究院pkpm軟體的鋼結構設計模塊sts ，從結構建模入手，根據規范要求研究了支座的構造形式，通過對變異拱梁的力學分析，設計出符合力學模型的鉸支座、滑移支座和變異拱處鋼梁的施工圖。
  10. The paper studies the second - order effects and stability problem of the reinforced concrete hinged column and frame column

    本文對鉸支柱和框架柱的二階效應問題進行了較全面的研究。
  11. Research the hinged column from same end moments and different end moments. research the frame column from no sway frame column and sway frame column. the paper use model of variety of stiffness divided into five parts, and consider into all sorts of factors

    從等偏心距鉸支柱和不等偏心距鉸支柱兩方面分析鉸支柱，框架柱則分成無側移框架柱和有側移框架柱兩種形式進行分析。
  12. Square groove two spport - point 4 - bar hinge

    方槽雙支點四鏈桿窗鉸鏈
  13. In this paper, the construction method for the hinged steel bearings and hinged sliding plate bearings specially designed for the bridge is presented

    介紹針對本橋專門設計的鉸軸鋼支座和鉸軸滑板鋼支座施工方法。
  14. Hinge support sleeve reduces friction and minimizes water hammer through independent plate suspension ( on larger sizes )

    鉸鏈支撐套管減小摩擦，並將通過獨立閥瓣中止時的水錘現象降到最小程度（更大的通徑） 。
  15. Whether the axle pin can be smoothly bolted into the hinge support is crucial for the whole project. to achieve this goal, a prefabricated taper pin was used to induce the axle pin

    鉸支座穿軸銷順利與否是施工的關鍵，採用提前做一錐銷來引導軸銷的方法來實現。
  16. The unique pacific tilting disc check valve internal disc hanger not only eliminates potential leakage through external hinge pins, but because the hanger shelf is machined parallel to the seating surface, it allows adjustment of the disc / seat if seat repair is ever required

    獨特的美國太平洋翻轉式閥瓣止回閥內置閥瓣鉸鏈銷不但消除了穿透閥殼的鉸鏈銷可能出現的泄漏現象，而且由於經過機加工的支架平行於閥座表面，使得維修閥座時，能夠調整閥瓣/閥座。
  17. By application navier - stokes equations under the sphere coordinate, the calculation formula of the support load of the oil film of the ball joint coupling based on hydrostatic bearing. support property equation of this ball joint coupling was set up. at same time, the formula of the oil film stiffness was established

    運用球坐標系下的納維-斯拖克斯方程組推導出靜壓支承球鉸副油膜支承反力的求解公式，給出了靜壓支承球鉸副油膜支承特性方程，得出了靜壓支承球鉸副油膜剛度計算公式； 4
  18. Vibrations of an axially transporting beam are investigated

    摘要研究帶有扭轉彈簧兩端鉸支軸向運動梁的橫向振動。
  19. Vibrations of an axially transporting beam with torsional springs and simply supported

    帶有扭轉彈簧兩端鉸支軸向運動梁的橫向振動分析
  20. 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。
分享友人
分享到 Line

分享到臉書