滑移量的英文

• amount of slip
• slippage

• "滑移"英文翻译    drift; slippage; glide; slid ...
• "量"英文翻译    measure capacity
• "无限滑移量" 英文翻译 :    unlimited amount of slip
• "滑移" 英文翻译 :    drift; slippage; glide; slide; slip
• "位移量，偏移量" 英文翻译 :    displacement
• "模移量" 英文翻译 :    die shift
• "偏移量" 英文翻译 :    offset; side-play amount; side-play mount
• "x轴偏移量" 英文翻译 :    x offset
• "y轴偏移量" 英文翻译 :    y offset
• "边偏移量" 英文翻译 :    edge offset
• "床沙输移量" 英文翻译 :    bed material discharge
• "改变偏移量" 英文翻译 :    offset change
• "公差偏移量" 英文翻译 :    tolerance offset
• "货箱偏移量" 英文翻译 :    loading platform offset
• "基线位移量" 英文翻译 :    baseline offset
• "目标模移量" 英文翻译 :    target speed across
• "匹配偏移量" 英文翻译 :    match offset
• "偏移量检验" 英文翻译 :    slippage test
• "软化偏移量" 英文翻译 :    softness offset
• "输入偏移量" 英文翻译 :    input offset value
• "顺流偏移量" 英文翻译 :    downstream excursion
• "碎片偏移量" 英文翻译 :    fragment offset
• "通道偏移量" 英文翻译 :    channel offset
• "图象漂移量" 英文翻译 :    value of image shift; value of scale division
• "位移量测" 英文翻译 :    displacement measurement

• 4 . axial compressive ratio is advantageous to seismic behavior of staggered joints . it can improve joints first crashing loads , shear resistance capacity and reduce the sliding displacement of beam bars
  轴压比对节点的抗震性能有利，它可以提高节点的初裂荷载、抗剪承载力、减小节点中梁筋的粘结滑移量。
• Numerical results show that the sliding structure using semi - active control not only has good vibration isolation effect , but also has less maximum slippage and less residual base displacement
  对实例计算结果的分析表明，半主动控制下的滑移隔震结构不但具有较好的隔震效果，而且能有效地减小基底的最大滑移量及残馀位移。
• Current estimates of interval times through measurements by global positioning by satellite ( gps ) of rates of slip , coupledwith geological estimates of slips in great earthquakes , give only average values of interval times
  通过gps全球卫星定位系统对滑移率进行测量，结合考虑大地震期间从地质学角度对滑移量的预计，从而获得目前对上述间隔时间进行的估计，仅能给出间隔时间的平均值。
• 5 ) quantitative analysis to the dayi conglomerate in the cenozoic longmenshan foreland basin has been carried out . the results indicate that the dextral strike - slip rate is 1 . 02 mm / a , the average sedimentary rate is 0 . 143 mm / a , and the average decline rate is 0 . 3mm / a
  5 )对新生代前陆盆地大邑砾岩作定量分析，结果表明，大邑砾岩沉积时期，前陆盆地滑移量为1 . 02mm a ，沉积速率为0 . 143mm a ，平均沉降速率为0 . 3mm a 。
• The kinematic performance of the macpherson suspension on a real vehicle is studied , and the changes of the front wheel alignment and the motion of the front wheel in the longitudinal and the transversal directions are figured . based on the requirements of general layout , a constrained optimization design model is set up with the steering cross rod ball joint position as the optimization variables ( design parameters ) , and the sum of steering cross rod length interference while the left front wheel turning and bouncing as the objective function . and the optimization results are worked out by programming on computer
  针对一种实际车型上的麦弗逊式悬架，计算分析了转向轮跳动时前轮定位角和车轮横向、纵向滑移量的变化情况，并根据实际车型上麦弗逊式悬架的空间布置要求，建立了以转向横拉杆断开点空间位置坐标为优化变量，转向横拉杆断开点空间布置坐标可变化范围为约束条件，车轮转向和跳动时转向横拉杆长度干涉量为目标函数的约束优化设计模型。
• In all these 20 specimens , the embedded electronic steel - concrete slip transfer were respectively embedded on the steel shape webs and inside and outside of the flanges at certain intervals along the embedment length to measure the distributions of the interior slip , and the electronic strain gauges were also installed on the shallow grooves of each steel shape web and flanges at close intervals along the length to measure the distributions of the steel shape web and flanges strain , from which the distributions of bond stress were obtained . with these methods of measuring the distributions of slip and bond stresses , the establishment of the bond - slip constitutive relations were ensured
  用力的平衡方程，得到推出试验中型钢混凝土粘结应力的大小及其分布规律;根据钢一混凝土电子滑移传感器的滑移量测结果，分析了沿型钢埋置长度的内部滑移分布规律，并对试验量测的特征滑移值进行了统计回归;根据粘结应力和内部滑移测量结果，得出沿型钢埋置长度方向上各截面的局部粘结应力一滑移关系曲线，建立了局部粘结滑移本构模型叹x )一s仁， ， … ， c ， … c 。
• Three factors , that beam reinforcement relative diameter , concrete intensity , axial compression ratio are considered in the model of slip of longitudinal reinforcement passing through joint , and the correlation between shear deformation and cycle number are simulated four factors that concrete intensity , axial compression ratio , shear compression ratio , hoop reinforcement characteristic number are considered in the model of joint shear deformation , and the correlation between joint shear deformation and cycle number are also simulated
  贯穿节点梁筋的滑移模型考虑了贯穿梁筋的相对直径、混凝土强度及轴压比三个因素，并根据试验结果模拟出滑移量随循环次数的变化规律。节点剪切变形模型考虑了混凝土强度、轴压比、剪压比、节点配箍特征值四个因素，并根据试验结果模拟出节点剪切变形量随循环次数的变化规律。
• Using the new numerical model for reinforced joint with consideration of the bond and slip between reinforcing bars and surrounding dam concrete , the 3d fem nonlinear analysis for 292m high xiaowan arch dan under design load working conditions of earthquake was conducted , and the effects of different kinds of reinforcement on stress , slip and transverse joint openings were studied
  摘要利用考虑横缝及跨横缝钢筋滑移的拱坝动力非线性模型，对设计地震荷载工况下的小湾拱坝进行了三维动力非线性有限元分析，研究了不同配筋率分布对跨缝钢筋的应力、滑移量及其控制横缝变形的影响。