鉸接的 的英文怎麼說

中文拼音 [jiǎojiēde]
鉸接的 英文
articulated
  • : 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
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • : 4次方是 The fourth power of 2 is direction
  1. From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints

    採用斜截面梁並在樑柱交處局部加腋能明顯提高節點剛度和梁抗彎能力; 3在允許施工條件下,應優先採用外伸式端板斜放節點,有利於提高節點剛度,進而提高節點抗彎能力; 4節點剛度與其連構件剛度比值0 . 1時,可按節點設計; 26時,可按剛節點設計。
  2. With the application of concrete - filled steel tubular member to mega - frame structures, the connection forms of main beam - column can be classified as welded rigid connection, bolted gemel connection and semi - rigid connection

    摘要隨著鋼管混凝土組合截面日愈增多地應用於巨型框架中,主框架樑柱形式分為焊剛性連、螺栓與半剛性連
  3. Ehl of line - contacted spherical bearing pair in hydraulic motors

    液壓馬達線觸球彈流分析
  4. The evolution laws of structural weight, the best optimum fitness, average fitness, maximum nodal stress and displacement with increasing generations are discussed. and multi - result fact of the topology optimization can be obtained by ga - fem. the research results in this thesis show that the developed method is successful in the topology optimization for 2d continuum structures under multi - load and multi - constrain conditions

    上述工作表明,本文ga ? fem可以實現多載荷、多約束條件下平面連續結構拓撲優化,與eso等優化方法獲得優化結果相比,本文優化結果不存在單元和不連續單元,優化結構多樣,質量更小,效果更優。
  5. Its upper end is hinge connected to a trestle on top of the tower head.

    上端與塔端上支架成
  6. This saudi standard specifies the minimum requirements for the location and marking of the vehicle identification number ( vin ) on passenger cars, multipurpose passenger vehicles, multi - purpose goods vehicles, trucks ( or lorries ), buses, tractors, trailers, delivery trucks, container platform vehicles, refuse collectors, articulated buses, incomplete vehicles and motorcycles as defined in saudi standard referred to in item 2. 2

    該沙烏地阿拉伯標準規定了客車、多用途客車、多用途貨車、卡車、公共汽車、拖拉機、拖車、運輸卡車、集裝箱拖車、垃圾收集車、式公共汽車、不完整車輛和摩托車車輛證明號( vin )位置和標記最基本要求,參見本標準第2 . 2條。
  7. 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位置、速度和加速度以及各桿件角速度、角加速度等運動學參數,並繪制出相應變化曲線。
  8. By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design

    本文通過大量算例分析,研究柱腳楔形變截面門式剛架抗震性能,並對其自振頻率、振型進行了分析;通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下,樑柱截面尺寸不變時,柱上端、梁端、跨中截面處內力大小,確定在什麼情況下地震作用效應組合起控製作用,變截面門式剛架需要進行抗震設計。
  9. These hinged flight surfaces could deflect airflow to modify the lift, thereby supplying roll control

    這些以鏈連飛行翼面能夠偏轉氣流以調整升力,進而控制滾轉。
  10. Orthopaedic joint prostheses - components for partial and total knee - joint prostheses - articulating surfaces made of metal, ceramic and plastics materials

    矯形外科關節假體.部分和整體膝關節假體部件.由金屬陶瓷和塑料材料製成表面
  11. The node that articu - lates designs beam column, can bear larger step in curved rules, the curved distance of sus - pension column is little, suits the building on soft land base

    樑柱鉸接的節點設計,能承受更大跨中彎矩,柱腳彎距小,適合於軟土地基上建築物。
  12. Component nomenclature - articulated log skidder, rubber - tired

    橡膠輪胎式集材拖運機元部件命名
  13. Based on analysis of the iso - rigidity of the gyro assembly, the requirement for making the joints match each other is offered, which has a guiding significance for joints assembly and selection. based on analysis of rigidity and drift error for the dynamically tuned gyro, a cross model including an inner and an outer flexible hinges is established

    在對動力調諧陀螺剛度和漂移誤差分析基礎上,建立了由內外撓性頭裝配所形成十字型鏈模型,並利用偽剛度理論對該模型進行了分析,得出了內外撓性頭兩相對位置關系對十字型鏈模型影響曲線。
  14. 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框架模型。
  15. The housing has hydraulically - actuated hinged sections front and rear which provide for easy access to the internals and the wear parts

    設備殼體前部和後部設有鉸接的液壓開啟部分,能提供方便到達內件和磨損件位置。
  16. Abstract : this paper analysed the kinematic properties of ball joint hi nged on the piston rod and steering drag link of a separated assistant steering m echanism, and the equations of the path and mathematical model of pressure angle were established

    文摘:分析了分置式轉向助力機構液壓缸活塞桿與轉向直拉桿相鉸接的球頭銷運動特性,建立了其軌跡方程及壓力角數學模型。
  17. In this paper, slender columns with the two ends hinged are considered. an iterative computer analysis procedure taking into account the second - order effect of the axial load is proposed to predict this complete load - deformation process

    本文針對兩端鉸接的任意截面鋼-砼組合長柱,考慮長柱在偏心荷載作用下附加彎矩影響(二階效應) ,提出了一種數值迭代計算機方法進行全過程分析。
  18. However, as is evident from experimental observations, all beam - to - column connections used in current practice possess some stiffness that falls between the two extreme cases of fully rigid and ideally pinned

    實驗結果已經證明,在荷載作用下,沒有一種連是完全剛或理想鉸接的。因為剛性連具有一定柔度,而節點具有一定剛度。
  19. Taking into consideration, the hardening of material nonlinear, generic nonlinear, unprotected second beams as well as pin for beams and column, this paper makes finite element analysis of thermo - mechanical couple behavior for steel structure resistance fire

    摘要對鋼結構火災下熱機耦合響應進行了非線性有限元分析,考慮了幾何非線性和材料非線性,對次梁採用了不做防火保護以及梁和柱節點用鉸接的方法來進行計算。
  20. Because of cold formed thin - walled light steel structure ' s special construction, if draws the mechanics model according to the rigid connection frame, that will be over - evaluated the bearing capacity of the structure ; and if draws mechanics model according to the pinned connection frame, when the foot also adopts this kind of structural form according to the frame connections, that will form organization, and the calculation will be unable to go on

    由於冷彎薄壁輕鋼龍骨結構體系特殊構造,如果按節點剛框架提取力學模型,將高估結構承載能力;而如果按節點鉸接的排架提取力學模型,當柱腳也採用此種構造形式時,又會形成機構,使計算無法進行。
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