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铰接的的英文

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"铰接的"怎么读用"铰接的"造句

英文翻译手机手机版

  • articulated
  • articulating
  • hinged

例句与用法

  • The housing has hydraulically - actuated hinged sections front and rear which provide for easy access to the internals and the wear parts
    设备壳体的前部和后部设有铰接的液压开启部分,能提供方便到达内件和磨损件的位置。
  • 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
    梁柱铰接的节点设计,能承受更大的跨中弯矩,柱脚弯距小,适合于软土地基上的建筑物。
  • 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
    实验结果已经证明,在荷载作用下,没有一种连接是完全刚接或理想铰接的。因为刚性连接具有一定的柔度,而铰接节点具有一定的刚度。
  • 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:分析了分置式转向助力机构的液压缸活塞杆与转向直拉杆相铰接的球头销的运动特性,建立了其轨迹方程及压力角的数学模型。
  • 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
    本文针对两端铰接的任意截面钢-砼组合长柱,考虑长柱在偏心荷载作用下的附加弯矩影响(二阶效应) ,提出了一种数值迭代的计算机方法进行全过程分析。
  • 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
    摘要对钢结构火灾下的热机耦合响应进行了非线性有限元分析,考虑了几何非线性和材料非线性,对次梁采用了不做防火保护以及梁和柱的节点用铰接的方法来进行计算。
  • 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 )弹性阶段? ?将墙体视为一种以轻质砌块为基体,混凝土肋梁、肋柱、外框为增强纤维的复合材料等效弹性板; ( 2 )弹塑性阶段? ?将墙体视为一个由钢筋混凝土刚架和与之铰接的砌块等效斜压杆组成的刚架斜压杆组合模型; ( 3 )破坏阶段? ?将墙体视为肋梁严重破损的梁铰框架模型。
  • 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
    由于冷弯薄壁轻钢龙骨结构体系的特殊构造,如果按节点刚接的框架提取力学模型,将高估结构的承载能力;而如果按节点铰接的排架提取力学模型,当柱脚也采用此种构造形式时,又会形成机构,使计算无法进行。
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