displacement of joint 中文意思是什麼

displacement of joint 解釋
結點位移
  • displacement : n 1 轉位，移動；取代，置換；（人的）流離失所。2 撤換，免職。3 【機械工程】（活塞）排氣量；【航海...
  • of : OF ＝Old French 古法語。
  • joint : n 1 接合，榫接合處，接合點。2 【解剖學】關節。3 【植物；植物學】節。4 【電學】接頭。5 【建築】接...
  1. Methods of test for ancillary components for masonry - determination of shear load capacity and load displacement characteristics of shear ties and slip ties couplet test for mortar joint connection

    圬工輔助砌塊的試驗方法.剪切桿和滑動桿的拉伸和壓縮負載容量和負載轉移特性的測定
  2. Methods of test for ancillary components for masonry - part 7 : determination of shear load capacity and load displacement characteristics of shear ties and slip ties couplet test for mortar joint connections

    圬工輔助成份試驗方法.第7部分:拉伸和壓縮負載容量和墻系柱和負載代替特性測定
  3. The content of this thesis, through the deformation destruction process of th e typical nanlidu landslide along the national highway 318, uses the finite unit a nalysis of computation, revealing the elastic, plastic stress and displacement of each joint inside the slide area pointing out the distribution range of the tension stress and the plastic deformation range, computering the stability safety factor of the slide area, gaining the fixed quantity, quota that evaluates the stability of the slide area, revealing the position of the slide area which is most likely to los e its stability, thus, it can provide theoretic proof for the programs which renova te landslides

    本文的研究內容是通過318國道南里渡典型滑坡的變形破壞過程，採用有限元計算分析，揭示滑體內部每個節點上的彈、塑性應力及位移，找出拉應力分佈區和塑性變形區，計算滑體穩定安全系數，得出衡量滑體穩定的定量指標，揭示滑體最可能失穩的部位，從而為滑坡整治方案提供理論依據。
  4. The main work includes : the kinematic properties of a planner 4 - bar linkage are researched deeply using the assur group theory. the displacement, velocity and acceleration of each joint point in a motion period are put forward and their curves of the relevant points are plotted

    通過運動學分析，得出平面連桿機構在一個運動周期中各鉸接點的位置、速度和加速度以及各桿件的角速度、角加速度等運動學參數，並繪制出相應的變化曲線。
  5. Implants for surgery - wear of total knee - joint prostheses - loading and displacement parameters for wear - testing machines with displacement control and corresponding environmental conditions for test

    外科植入物.全部膝關節假肢的磨損.帶位移控制和相關試驗環境條件的磨損試驗機械的負載和位移參數
  6. Implants for surgery - wear of total knee - joint prostheses - part 1 : loading and displacement parameters for wear - testing machines with load control and corresponding environmental conditions for test

    外科植入物.全膝關節假體的磨損.第1部分:試驗用有負荷控制和相應環境條件的磨損試驗機的負荷和位移參數
  7. Implants for surgery - wear of total hip joint prostheses - loading and displacement parameters for wear - testing machines and corresponding environmental conditions for test

    外科植入物.全部髖關節假肢的磨損.磨損的負荷和位移參數.磨損試驗機和相應環境條件
  8. Implants for surgery - wear of total hip - joint prostheses - part 1 : loading and displacement parameters for wear - testing machines and corresponding environmental conditions for test

    外科植入物.全髖關節假體的磨損.第1部分:試驗用磨損試驗機和相應環境條件的負荷和位移參數
  9. Implants for surgery - wear of total knee joint prostheses - loading and displacement parameters for wear - testing machines with load control and corresponding environmental conditions for test

    外科植入物.全部膝關節假肢的磨損.磨損試驗機的負荷和位移參數.帶有負荷控制和相應控制條件的試驗機
  10. System imitation analysis in the time domain indicates that the amplitude and peak of displacement at the joint between cable and mast are both reduced, and the fatigue life of guyed mast is increased. adjusting the location of mr damper can efficiently reduce the displacement on the top of guyed mast induced by wind

    模擬分析表明可以有效地減小桅桿結構纖繩與桿身連接處的位移響應的幅值與峰值，能提高結構的疲勞壽命，通過調節mr阻尼器的作用位置可以改善對桅桿頂部位移響應的控制效果。
  11. As the bolt tension increase, the tension of rail web, stress of joint bar and stress of joint bolt would increase accordingly, but the displacement of rail would become smaller

    螺栓扭矩增大，接頭區鋼軌軌腰拉力、夾板應力、螺桿內應力都會增大，而鋼軌位移會隨著螺栓扭矩的增大而減小。
  12. Based on behavior of joint core under cyclic reversal load, according to actual measurement load - displacement hysteresis loops, slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests, the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper

    本文以節點的受力特性及規律為基礎，基於若干樑柱組合體低周交變加載試驗的實測節點恢復力滯回曲線以及從中分離出來的貫穿節點的梁筋滑移變形結果、節點剪切變形結果，分析總結得到有一定代表性的梁端剪力與貫穿節點梁筋滑移之間和梁端剪力與節點剪切變形之間的滯回關系模型。
  13. With different clearance value, displacement curves and velocity curves of generalized coordinates as well as slider displacement error curves in a motion period are obtained. these curves are discussed. results show that if manufacturing cost is kept invariableness, in order to improve precision of mould - cuting, fitting precision of joint connecting the crank and coupler has priority to be considered to increase

    採用四階rong - kuta法求解連續接觸模型的動力學方程，得到了一個運動周期內運動副間隙取不同值時，各廣義坐標的位移、速度曲線和滑塊位移誤差曲線，並通過曲線分析，得出了要提高模切機主切機構精度，在相同加工成本條件下，應優先考慮提高曲柄與連桿鉸接處的配合精度的結論。
  14. But method based on large deflection theory was proposed in this paper. accordingly, output force and displacement of each sma actuator under anticipative attitude was obtained as well as accurate coordinate of the center of the joint and deflection curve equation of the axis of the active catheter

    基於大撓度理論對主動導管做了力學和運動學分析，相應獲得了預期姿態下各個sma驅動器上的輸出力和輸出位移，以及精確的關節中心位置坐標和導管軸線撓度曲線的具體形式。
  15. The beam end displacement of beam - column subassemblage may be looked as the superposition of three parts deformation that column deformation, beam deformation, and joint deformation

    組合體梁外端撓度可看作是柱段變形引起的梁外端撓度、梁段變形引起的梁外端撓度以及節點區變形引起的梁外端撓度三部分的疊加。
  16. Considering joint clearances at both ends of the coupler, a continuous contact model is developed by modeling clearance as a massless rigid link. a set of strongly nonlinear equations is obtained by using angle displacement of clearances in kinematic pairs as generalized coordinates. four order rong - kutta method is adopted to solve the dynamical equations of continuous contact model

    考慮曲柄與連桿、連桿與滑塊之間運動副間隙，將運動副間隙看成是一無質量的理想桿，利用連續接觸模型進行建模，採用運動副間隙角作為廣義坐標，得出一組強非線性方程組。
  17. Then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring, base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects of jointed flexibility and shear forces in the connection deformations have been considered in and fixed - end forces are modified. finally, a program for calculating system reliability of semi - ridge steel frames with monte carlo method and finite element analysis has compiled for calculating and analyzing. by calculating results of several examples for steel frame in semi - rigid joints case show the change of joint stiffness and other kinds of factors affect the system

    接著本文在介紹和分析半剛性連接彎矩和轉角關系模型的基礎上，用帶有轉動剛度的彈簧表徵半剛性連接，推導出半剛性連接的剛度矩陣，對固端力進行修正，同時考慮了剪切變形的影響，編制了半剛接鋼結構平面框架的有限元程序bhpfl ，並在其基礎上編制了基於蒙特卡洛法的montecarlo - bhpfl有限元相結合的方法，進行體系可靠度的分析。
  18. The numerical simulation of displacement of an underground cave was presented to verify the model in comparison with the results obtained by goodman joint element - based fe analysis, and good accordance could be observed

    將巖體和節理按兩種材料考慮，對地下開洞節理巖體結構進行有限元分析，並與採用復合本構關系的計算進行了比對，得到了令人滿意的結果。
  19. Displacement vector of joint

    關節位移矢量
  20. Valuable conclusion in engineering are drawn for practical design. the method of getting reasonable prestress degree for suspendoem which is restricted by intergral stability was discussed. optimizing programs are developed with the axis force and joint displacement of upper dome as object function respectively, the effective method of prestress degree for suspendoem which is

    探討了穩定約束的弦支穹頂鋼索合理預應力度的優化方法，分別以網殼桿件內力、節點豎向位移和節點垂直向下位移為目標函數編制了優化程序，得到了整體穩定約束的弦支穹頂結構確定鋼索預應力值的可行方法。
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