变形分布的英文

• deformation distribution
• strain distribution

• "变形"英文翻译    be out of shape; become defo ...
• "分布"英文翻译    distribute; spread; scatter; ...
• "形分布" 英文翻译 :    sigmoidal distribution
• "变形分辨率" 英文翻译 :    deformation resolution
• "变形分析" 英文翻译 :    deformation analysis
• "变形分子" 英文翻译 :    autimorphs
• "u形分布" 英文翻译 :    u shaped distribution
• "扁平形分布" 英文翻译 :    flatter distribution
• "成扇形分布" 英文翻译 :    fan 1
• "地形分布" 英文翻译 :    topographic distribution; topographical distribution
• "反j形分布" 英文翻译 :    reversej-distribution
• "阶梯形分布" 英文翻译 :    staircase distribution
• "矩形分布" 英文翻译 :    equipartition; rectangular distribution
• "铃形分布" 英文翻译 :    bell-shaped distribution
• "马鞍形分布" 英文翻译 :    saddle distribution
• "三角形分布" 英文翻译 :    triangular distribution
• "扇形分布" 英文翻译 :    fan-shaped distribution
• "椭圆形分布" 英文翻译 :    elliptic distribution
• "楔形分布" 英文翻译 :    wedge shape distribution
• "圆形分布" 英文翻译 :    circular distribution
• "钟形分布" 英文翻译 :    bell shaped distribution
• "锥形分布" 英文翻译 :    tapered distribution
• "箱形分布函数" 英文翻译 :    box distribution function
• "星形分布系统" 英文翻译 :    star distributed system; star-distributed system
• "钟形分布曲线" 英文翻译 :    bell shaped distribution curve

• Study on surface movement and displacement based on velocity of subsidence
  下沉速度法研究地表移动变形分布规律
• 4 . analysis is conducted on the stress and deformation of the faced rockfill dam of gongboxia water power station , including their distribution and pattern with and without rheological calculated , and the influence of rockfill rheology on faced and surrounding seams
  研究公伯峡水电站混凝土面板堆石坝在不计入堆石流变性和计入堆石流变性两种情况下，面板坝的应力变形分布规律，以及计入堆石流变后对面板和周边缝所产生的各种影响。
• The thesis analyzes the inner cracking reason for the hot rolled sheet based on texture orientation transformation , simulates the forming process of drawing sheet by the barlat - lian anisotropic yield criteria , and discusses the cracking mechanism in the deforming and stress distribution
  本文由该材料的微观织构取向变化分析造成板开裂的内在原因，根据能够准确描述塑性各向异性的材料模型，模拟了冲压板开裂圆件成型过程，由其变形分布和应力分布探讨开裂机理。
• Analyzed with the developed software , the stress and deformation distributions of f320 derrick and j250 / 42 - k derrick under several working conditions are obtained . the results obtained here are consistent with tha t obtained with supersap93 , which illustrates the program is correct and practicable . finally a fem pre - processor and post processor is developed
  本论文用编制的程序分析了f320型和jj250 / 42 - k型石油钻机井架在几种工况下的应力、变形分布，及两种井架的固有模态、屈曲模态和可靠性，所得结果与supersap93的计算结果比较，应力和位移误差均相差很小，说明本程序系统是正确可行的。
• C ompared the results of structural period , displacement and internal forces of mode 1 with mode 3 , we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures , decrease lateral - deformation of the structures , especially decrease the maximum inter - storey displacement obviously , and get the internal forces and deformation of the whole structure more uniform . from the analysis results , it can be found that the maximum axial force gets less with hypo - frame than without it , and the maximum shear force and bending moment get more with hypo - frame than without it . thus it can be seen that the mainframe can be an independent structure system by itself , but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design , otherwise the mega structure can be unsafe , in addition , from the comparing analysis , it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column
  通过3个算例方案1和方案3结构周期、位移和内力反应的比较分析可知，次框架可以进一步增加巨型钢框架结构的抗侧刚度，减少结构侧向变形，特别是明显减少了结构最大层间位移，使整个结构的内力与变形分布更为均匀；次框架的加入使主框架柱最大轴力较无次框架情况减少，而主框架柱的最大剪力和弯矩较无次框架情况都有所增加，由此可知，虽然主框架本身可以成为独立的结构体系，但在分析设计时，还应该考虑主、次框架协同工作，进行整体分析、整体设计，否则结构会偏于不安全。
• To ensure the safety of the dam and provide the technology for the decision during the process of construction and store water . in this article , the elastic - plastic stress - deformation of dam is calculated and the consolidation is analyzed . including the rock - fill dam , the stress and deformation distribution of cut - off wall , the deformation of sloping core , the incresment and subduction of pore water pressure and the effective stress situation calculation
  为确保大坝安全，并为大坝施工期和蓄水期运行决策提供必要的技术支持，本论文根据上坝土料的应力一应变一强度特性、渗透和固结等特性，对坝体进行了弹塑性应力变形计算和固结分析，包括大坝堆石体、防渗墙的应力及变形分布和斜心墙的变形、孔隙水压力增长及消散和有效应力状态计算等。
• 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。