助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   layered elastic system 的翻译结果: 查询用时:0.127秒
图标索引 在分类学科中查询
所有学科
公路与水路运输
建筑科学与工程
更多类别查询

图标索引 历史查询
 

layered elastic system     
相关语句
  弹性层状体系
     Based on the elastic thin plate theory and the theory of multiple layered elastic system, as well as the Hankel integral transformation, the formulas for calculating stresses, strains and displacements in the plate and the layered foundation under an axisymm-etrical circular uniform vertical load are developed in this paper.
     该方法以弹性薄板理论与弹性层状体系理论为基础,通过汉克尔积分变换,推导了由于轴对称圆形均布垂直荷载所引起的板内应力以及层状地基内各个层次的应力与位移计算公式。
短句来源
  层弹性体系
     A Matrix Analysis Method for Calculating Integral Constants of Multiple Layered Elastic System
     多层弹性体系力学分析中积分常数计算的矩阵分析法
短句来源
     Calculation of a N—Layered Elastic System Under the Action of Multiple Rotating—Horizoutal Loads Distributed on the Circular Areas
     N层弹性体系在多圆旋转水平荷载作用下的力学计算
短句来源
  层状弹性系统
     DEFORMATION OF A LAYERED ELASTIC SYSTEM BY GENERAL SURFACE LOADS
     一般表载作用下的层状弹性系统的变形
短句来源
  “layered elastic system”译为未确定词的双语例句
     biSPLACEMENTS AND STRESSES IN A LAYERED ELASTIC SYSTEM WITH SMOOTH CONTACT INTERFACES
     具有光滑接触面的层状弹性系统内的位移和应力
短句来源
     Considering the characteristics of traffic load and materials, this thesis researches the computational method of layered elastic system and layered viscoelastic system under dynamic loading.
     本文在前人研究成果的基础上,对沥青路面在弹性领域和粘弹性领域的层状体系理论分别进行理论研究和数值分析研究。
短句来源
     The backcalculation of subgrade resilient moduli is researched with Falling Weight Deflectometer according to 3-layed BP artificial neural network and layered elastic system.
     根据三层BP神经网络和层状弹性理论体系,结合FWD研究土基回弹模量的反算。
短句来源

 

查询“layered elastic system”译词为其他词的双语例句

     

    查询“layered elastic system”译词为用户自定义的双语例句

        我想查看译文中含有:的双语例句
    例句
    没有找到相关例句


    For the requirement of engineering practice, a new method for analyzing rigid pavement on the multiple layered foundation is presented in this paper. Based on the elastic thin plate theory and the theory of multiple layered elastic system, as well as the Hankel integral transformation, the formulas for calculating stresses, strains and displacements in the plate and the layered foundation under an axisymm-etrical circular uniform vertical load are developed in this paper. This method has been programmed...

    For the requirement of engineering practice, a new method for analyzing rigid pavement on the multiple layered foundation is presented in this paper. Based on the elastic thin plate theory and the theory of multiple layered elastic system, as well as the Hankel integral transformation, the formulas for calculating stresses, strains and displacements in the plate and the layered foundation under an axisymm-etrical circular uniform vertical load are developed in this paper. This method has been programmed for DPS-8 computer in the computing center, Nanjing Institute of Technology. The method presented in this paper can be used to design rigid pavement with n layered foundation in highway and airport engineering, as well as to analyze the operating conditions of the foundation under the rigid pavement, and hence to investigate the design method of the layered fonudation under the rigid pavement.

    本文根据工程实践的需要,提出了多层弹性地基刚性路面板的力学分析方法。该方法以弹性薄板理论与弹性层状体系理论为基础,通过汉克尔积分变换,推导了由于轴对称圆形均布垂直荷载所引起的板内应力以及层状地基内各个层次的应力与位移计算公式。该方法已编制成计算机程序,在南京工学院计算中心的DPS—8计算机上应用。得到了满意的结果。本文提出的方法,可以直接用于多层地基的刚性路面或机场道面的设计,也可用于分析刚性路面下基层的工作状态,从而研究刚性路面下基层的计算方法。

    The design of flexible pavement in China so far is baseed on the theoretical solution of elastic multi-layered system in which two extreme interface conditions, i.e. perfectly rough or perfectly smooth have been assumed. In this paper, Goodman's constitutive law is adopted to describe the behavior of a partially integrated interface between the various layers in a multi-layered flexible pavement and the boundary conditions for solving the multi-layered elastic system with partially rough interface based...

    The design of flexible pavement in China so far is baseed on the theoretical solution of elastic multi-layered system in which two extreme interface conditions, i.e. perfectly rough or perfectly smooth have been assumed. In this paper, Goodman's constitutive law is adopted to describe the behavior of a partially integrated interface between the various layers in a multi-layered flexible pavement and the boundary conditions for solving the multi-layered elastic system with partially rough interface based on the constitutive law are given. In the paper, the influence of the interface adhesive coefficient K on structural behavior of the pavement under loading has been analyzed and the method for evaluating the interface adhesive coefficient in laboratory is suggested and measured results of the shearing strength and the interface adhesive coefficient are presented Finally, the effects of various factors on the coefficient are investigated and the method to determine the values of the coefficient used in a flexible pavement design is presented.

    我国现行的柔性路面结构设计方法是以多层弹性体理论解为基础,其层间假设为两种极端情况:完全连续和完全光滑。本文引用古德曼(Goodman)层间结合力学模型来描述多层柔性路面结构层间的半结合状态,并基于这种力学模型给出了求解半结合N层弹性体应力、位移理论解的边界条件。文中计算分析了层间粘结系数K对路面结构受力状态的影响,提出了抗剪强度和粘结系数的实验室实测结果;分析了各种因素对粘结系数的影响,提出了可用于柔性路面结构设计的粘结系数取值方法。

    The theory of multi-layered elastic system was presented by Burmister in 1945. In this paper, the characteristics of boundary element method is analyzed. Based on Stokes's law, the mathematical expressions of singularity integrity of kernel function is obtained and the infinite boundary element is used to analyze infinite boundary conditions. The results show that the accuracy computed by BEMLAY program which is developed by the auther is better than Chevron's program which is based on multi-layered...

    The theory of multi-layered elastic system was presented by Burmister in 1945. In this paper, the characteristics of boundary element method is analyzed. Based on Stokes's law, the mathematical expressions of singularity integrity of kernel function is obtained and the infinite boundary element is used to analyze infinite boundary conditions. The results show that the accuracy computed by BEMLAY program which is developed by the auther is better than Chevron's program which is based on multi-layered theory. A new method to analyze multi-layered system is presented.

    传统的层状体系分析方法是由伯米斯特在1945年首先提出的,本文根据边界元法的特点,提出了用边界元法解决层状体系应力计算的方法。文章首先获得了核函数奇异积分的数学表达式,然后分析了无限单元的特性及其应用方法,最后通过分析比较得出边界元法与雪弗隆程序结果相近。这说明层状体系可用边界元方法来计算应力、应变及位移,这为求解层状体系提供了一种新的方法。

     
    << 更多相关文摘    
    图标索引 相关查询

     


     
    CNKI小工具
    在英文学术搜索中查有关layered elastic system的内容
    在知识搜索中查有关layered elastic system的内容
    在数字搜索中查有关layered elastic system的内容
    在概念知识元中查有关layered elastic system的内容
    在学术趋势中查有关layered elastic system的内容
     
     

    CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
    版权图标  2008 CNKI-中国知网
    京ICP证040431号 互联网出版许可证 新出网证(京)字008号
    北京市公安局海淀分局 备案号:110 1081725
    版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社