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抗剪的的英文

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"抗剪的"怎么读用"抗剪的"造句

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  • scherbestndig scour-proof

例句与用法

  • The thesis consists of two parts . one is experimental study on light - guage shear walls and the other is finite element analysis
    论文包括两大部分内容:墙体抗剪的试验研究和有限元模拟分析。
  • This paper solved the optimum installed angle anchor bar in anchored joint by considering the shear dilatatility of joint and utlizing the mises yield criterion
    本文根据基本理论分析,考虑节理的剪胀效应并利用mises屈服准则求解得出了加锚节理面抗剪的最优安装角。
  • 5 、 on the basis of the consideration of many interface shear stress influential factors , a formula is established . by comparision , the formula matches well with test results
    5 、综合考虑了影响界面抗剪强度的诸多因数,建立了界面抗剪强度抗剪的计算公式,比较表明,公式与试验结果吻合较好。
  • Making use of the " truss + arch " mechanical model , the range of the three shear failure models ( shear - compression failure , diagonal - tension failure and arch - rib failure ) is divided quantitatively , and the theoretical formula of shear resistance of beams and columns is educed
    利用修正的桁架+拱抗剪力学模型,定量的划分了梁柱构件受剪破坏三种状态(剪压破坏、斜拉破坏和斜压破坏)的范围,并由此推得梁柱构件抗剪的理论公式。
  • Many study in theory and experment about the capability of shear - reist of anchored jiont have been done , but many study in theory did n ' t consider the influence of shear dilatatility of joints and has some problem when utlizing the mises yield criterion , in addition , there is n ' t accordant opinion about the optimum shear - resist installed angle at present
    锚杆在节理处的抗剪性能,理论和实验研究做的比较多,但许多理论研究没有考虑节理的剪胀效应或者在对锚杆应用mises屈服准则的时候存在一些问题。关于锚杆抗剪的最优安装角目前也尚未有统一的定论。
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