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elastic ratio
弹性模量
常用释义
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基本释义
  • [力] 弹性比,弹性模量
例句
  • 1·The part influencing area of prestressing force is related to such factors as concretes elastic ratio, beams sectional dimension and so on.
    构件预应力局部影响区与混凝土弹性模量,梁截面尺寸等因素有关。
  • 2·It is shown that Although the deformation curve under the pressure of axis is well consistent between micro-concrete and normal-concrete, the elastic ratio and strength are different.
    试验表明,虽然微粒混凝土和原型混凝土的轴心受压变形曲线是大体“相似”,但两者的弹模和强度存在差异。
  • 3·This paper tries to introduce two suppositional variables which are named fictitious output and fictitious capital input in discussion for seeking a new method of measuring elastic ratio.
    本文试图通过引入虚拟产出和虚拟资本投入两个设定变量,来讨论有关这个模型对事实上的狭义弹性系数的测定问题。
  • 4·The relationships between strain rate and the elastic modulus, critical strain, Poisson's ratio and energy absorption capacity of concrete are still studied.
    分析了应变率对混凝土弹性模量、峰值应力时的应变、泊松比和混凝土吸能能力的影响。
  • 5·The effect of the amount of fiber, the length of fiber, the ratio of water to cement on tensile strength, shear strength, compressive strength and elastic modulus was investigated.
    研究了纤维掺量、纤维长度、水泥土的水灰比等对纤维水泥土的抗折强度,抗压强度,抗拉强度和弹性模量的影响。
  • 6·Elastic parameter such as impedance, velocity, Poisson ratio etc. and pre-stack amplitude, frequency attributes can be used to quantitatively predict the fracture density and direction.
    利用阻抗、速度、泊松比等弹性参数和叠前振幅、频率属性可对裂缝密度和方位进行定量预测。
  • 7·The models for predicting elastic modulus along the grain of poplar veneer were built, in which compression ratio, glue content, density, and thickness of veneer were considered.
    着重讨论速生杨木单板顺纹弹性模量预测模型,模型中考虑到单板的压缩率、单板中含胶量、单板的密度和单板的厚度等影响因素。
  • 8·Three additional displacement ratio calculating methods, i. e., the first mode method, elastic time history analysis method and calculating plane end displacement method, are suggested.
    提出了三种计算结构位移比的补充方法,即第一振型法、弹性时程分析法和推算平面端部位移法。
  • 9·Then, transient response of vertical displacement, vertical stress and pile-soil stress ratio of some nodes in the elastic subgrade are computed in one single load cycle.
    采用桩土分析法,计算分析在一个荷载周期内,弹性路基内各研究节点的位移、竖向应力、桩土应力比的瞬态响应。
  • 10·The ratio of column rigidity to beam influences the original elastic moment and the secondary moment.
    柱梁线刚度比影响初始的弹性弯矩图,其中包括初始次弯矩。