变位的的英文

• parallactical

• "变位"英文翻译    deflection; deflexion; conju ...
• "的"英文翻译    4次方是 The fourth power of 2 i ...
• "不能变位的" 英文翻译 :    nonadjustable
• "地层变位的" 英文翻译 :    heterotactic
• "特殊变位的动词" 英文翻译 :    heteroclitic verb
• "变位" 英文翻译 :    [数学] deflection; deflexion; [语言学] conjugate; [地] shift◇变位齿轮 profile shifted gear; 变位断层 shift fault; 变位酶 [化学] mutase
• "位的" 英文翻译 :    emic; potential
• "变位；挠度" 英文翻译 :    deflection
• "变位层" 英文翻译 :    disrupted horizon
• "变位带" 英文翻译 :    shift zone
• "变位点" 英文翻译 :    deflection point
• "变位度" 英文翻译 :    amount of deflection
• "变位法" 英文翻译 :    deflection method
• "变位计" 英文翻译 :    displacement meter; extensometer
• "变位角" 英文翻译 :    deflection angle
• "变位力" 英文翻译 :    displaceability
• "变位量" 英文翻译 :    addendum modification
• "变位酶" 英文翻译 :    mutase
• "变位图" 英文翻译 :    di lacement diagram; displacement diagram; plan of transposition
• "变位线" 英文翻译 :    flexure curve
• "变位性" 英文翻译 :    displaceability
• "变位仪" 英文翻译 :    displacement gauge
• "变位阈" 英文翻译 :    displacement threshold
• "超变位" 英文翻译 :    hyperviable region
• "负变位" 英文翻译 :    negative addendum modification

• A comparison of distribution of sound beauty in permutation of word order
  英汉诗序变位的音美配置比较
• 3d finite element simulation on deformation of soil mass during shield tunneling
  地铁隧道盾构法施工过程中地层变位的三维有限元模拟
• The choice dam type is especial importance , during the designed research of the rock - fill dam , particular under the rock - fill dam with very deeply cover layer , the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive , whether the . design of dam is scientific and reasonable , it is very important for cutting interpenetration and stability of the dam , , the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone , based on the study and analysis the design of cutting seep in the foundation with deep cover with earth , cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country , for the project of the clay vertical middle wall and vertical cutting interpenetration , the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration , respectively in terms of the different stage of complete period sluice period and working condition , adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project . have comparatively all - around comprehended the various model dam , particular the distribute rule of stress and strain of the cutting interpenetration system , provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body , the result of research and advice have very importance value in design and building for the similarity project
  工程设计中，坝型的选取显得尤为重要，特别对于坝基有深厚覆盖层的堆石坝，心墙和坝基防渗墙的应力和变形是坝体、坝基最敏感的部位，设计方案是否安全、科学和合理，对大坝防渗和稳定起到至观重要的作用。本文研究分析了国内外深厚覆盖层基础防渗设计、坝基混凝土防渗墙与坝体防渗体衔接形式及工程实际应用效果，为下坂地水利枢纽工程深厚覆盖层基础防渗设计的方案选择提供了参考；在吸收和归纳了国内外堆石坝的设计研究成果的基础上，对粘土心墙和坝基垂直防渗方案、沥青混凝土心墙和坝基垂直防渗方案以及粘土斜心墙和坝基水平铺盖防渗方案，分别按竣工期和蓄水运行期的不同工作情况进行了有限元非线性计算分析；对左岸高陡边坡的大坝防渗体与基础混凝土防渗墙的不同结合型式进行了三维有限元静力计算分析和研究；对混凝土防渗墙不同弹性模量对墙体应力和变位的影响进行了三维有限元静力计算分析和研究。通过对不同方案的计算分析和研究，比较全面的了解了各方案坝体，尤其是防渗体的应力和变形分布规律，为坝型选择、坝体结构设计、基础防渗墙与坝体防渗体的结合型式以及塑性区大小的确定提供了重要依据。