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不同轴 meaning in English

Pronunciation:
How to pronounce "不同轴"Use "不同轴" in a sentence
TranslationMobile
  • disalignment
  • misalignment
Examples
  • Blocked , scratched , asymmetric clefts , not parallel , not vertical , different axis , etc
    模刮痕间隙不均匀不平行度不垂直度不同轴度等不良现象。
  • Unique taper lock design avoids the misalignment problems that are common with traditional taper lock clamps
    独特的锥度设计避免了传统设计的不同轴度。
  • Predictions were made on the ductility of the joint core when shear compression ratio , reinforcement contant and axial force ratio were different
    进一步利用jap程序预测了不同剪压比,不同配筋特征值及不同轴压比条件下节点区的延性变化规律。
  • By taking axial compression ratio , local angle , stirrup space , the ratio of stirrup and etc . into consideration , the author studies the displacement ductility ratio for speical - shaped columns such as l shape , t shape and t shape
    摘要通过考虑不同轴压比、不同加载角度和不同配筋率等情况,对异形柱位移延性比进行了研究。
  • Its test specimens are four hollow shear wall of reinforced concrete , which have the different the ratio of shear span to effective depth of section and the ratio of axial compressive force to axial compressive ultimate capacity of section
    本课题为钢筋混凝土空心剪力墙抗震试验研究及非线性有限元分析,课题的对象为四片不同轴压比以及不同剪跨比的钢筋混凝土空心剪力墙板。
  • In this thesis , four types of steel beam - rectangular cfst column connections , including normal welded flange plate ( wfp ) connection , bolted flange plate ( bfp ) connection , stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection , were designed based on the configuration of steel frame connection . total 8 models , 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns . the relationships between force and displacement at the end of columns , the relationships between the moment and rotation of the joints , degradations of strength and stiffness , ductility , failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented
    本文借鉴钢框架节点构造,设计了四种类型矩形钢管混凝土柱与钢梁连接节点,包括常规栓焊( wfp )节点、翼缘全螺栓连接( bfp )节点、双t板连接( dst )节点以及加劲端板连接( sep )节点,进行了四类节点8个模型试件在柱端低周反复荷载作用下的抗震性能试验研究,比较了不同轴压比下节点的滞回性能、强度与刚度退化、延性、破坏机理与破坏特征,主要结论有: 1 、节点的位移滞回曲线与转角滞回曲线为块型分布,没有或略有捏拢现象,耗能能力强; 2 、轴压比对节点滞回曲线有显著影响,全部节点都有显著的刚度退化; 3 、位移与转角骨架曲线在峰值荷载后有较长的水平或下降段,具有良好的延性性能; 4 、从整体抗震性能上看,翼缘全螺栓连接节点、双t板连接与加劲端板连接节点都优于常规栓焊节点,可在实际工程中加以推广。
  • To analyze the seismic behavior of the lattice type src members , look for a section patterns which is not only safety but also economic , in this paper , a experiment of seismic behavior about nine truss type src columns and three rc columns which strength , steel requirements and axial load are different , the deformation capacity and failure patterns are observed , and the hysteretic cycle are obtained . according to the experiment results , it is different between the failure patterns of src members and rc members
    为了分析空腹式钢骨混凝土的抗震性能,寻找一种即安全又经济的src截面形式,本文对9根不同强度、不同配钢率、不同轴力的src试件和3根普通rc试件做了抗震性能试验,在保持轴力不变的情况下,采用荷载? ?变形混合控制方法施加往复的水平荷载,观察其变形性能与破坏状况,测得各试件的滞回曲线。
  • The results suggested that there lies certain regularity in the pattern of ci and the regularity depends on definite magnitude of coriolis stimulation ; the duration and the intensity of ci are positive related to the magnitude of coriolis stimulation ; the parameters of eng accompanying ci ca n ' t be used as the objective indication of ci
    不同轴向的线加速度对科里臭利错觉的彤响本实验在gl 2000高级空间定向模拟器上,分别对x轴向线加速度为0 27gx与0gx时、 y轴向线加速度为0 27gy与0gv时等量的科里奥利加速度刺激n
  • For sand , glass bean , quartz sand and pvc , pressure fluctuations were measured at different conditions . furthermore , statistics analysis , power spectral density ( psd ) analysis and chaos analysis of pressure fluctuations in gas - solid cfb were conducted . an investigation of the effect of circulating solid flux , superficial gas velocity , height from riser bottom and particle property on the parameters ( e . g
    本文测定了河砂、玻璃珠、玻璃砂和pvc四种颗粒在不同固体循环量、不同表观气速、不同轴向高度下的压力波动,进而对气固循环流化床压力波动时间序列进行了统计分析、功率谱分析和混沌分析。
  • A series of specimens with circular sections were tested , which included the short - term behavior of 24 frp - confmed concrete specimens under different load eccentricities and the long - term behavior of eight frp - confined concrete columns under different load ratios . an attempt to predict the time - dependent behavior of frp - confined concrete columns and beam columns with circular sections is proposed by the aci209 ( 1997 ) specifications model
    本文进行了frp约束混凝土柱的一系列试验研究,包括24个frp约束混凝土构件在不同偏心率情况下的一次加载试验研究和8个frp约束混凝土轴心受压构件在不同轴压比情况下在长期荷载作用下的力学性能试验研究。
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