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
   材料框架 的翻译结果: 查询用时:1.822秒
图标索引 在分类学科中查询
所有学科
公路与水路运输
更多类别查询

图标索引 历史查询
 

材料框架
相关语句
  material frame
     Buckling Analysis of Concrete-filled Steel Tubular Arch Bridges Based on a Hybrid material Frame Element
     基于组合材料框架元的钢管混凝土拱桥屈曲分析
短句来源
     By proposing a hybrid material frame element concept of concrete filled steel tube (CFST) structures,this paper deduces corresponding element stiffness matrix and geometric stiffness matrix through the law of conservation of energy,with the element strain energy calculated under consideration of time dependant features of concrete Young's modulus,shrinkage and creep.
     基于钢管混凝土组合材料结构特点 ,提出组合材料框架元的概念 ,考虑其中混凝土力学特性的时变特点 ,按单元推导其单元应变能 ,由能量守恒原理导出单元一般刚度阵及几何刚度阵 .
短句来源
     Based on proposing hybrid material frame element concept of concrete filled steel tube (CFST) structures, with time dependent and composite characteristics effectively considered, this paper proposes geometrically nonlinear analysis method of CFST bridges.
     基于组合材料框架元的概念并在有效地考虑钢管中混凝土时变特性及组合材料特性的基础上 ,提出了钢管混凝土拱桥的几何非线性分析方法。
短句来源
  “材料框架”译为未确定词的双语例句
     1. The synthesis of three-dimensional highly porous HAC-PLA scaffold and its properties.
     4.通过乙醇预湿化处理后,以疏水性强的PLA为主体的材料框架亲水性能得
短句来源
  相似匹配句对
     Development of Copper Alloys for Lead Frame
     铜合金框架材料的研究
短句来源
     Materials:l.
     材料
短句来源
     Materials:
     材料
短句来源
     Production Process of C194 Alloy for Lead Frame
     C194引线框架材料生产工艺
短句来源
     The Necessary Conditions for Frames
     框架的必要条件
短句来源
查询“材料框架”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
为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。
  material frame
Some considerations about the experimental verification of the principle of material frame indifference
      
The possibility of an experimental verification of the principle of material frame indifference (or objectivity) is examined.
      
The principle of material frame indifference and the covarianee principle
      
It is shown that the principle of material frame indifference follows from the covariance principle in the nonrelativistic limit when inertia is considered to be absent.
      
As a result, the principle of material frame indifference has received further justification but it cannot retain its status of a fundamental principle.
      
更多          


By proposing a hybrid material frame element concept of concrete filled steel tube (CFST) structures,this paper deduces corresponding element stiffness matrix and geometric stiffness matrix through the law of conservation of energy,with the element strain energy calculated under consideration of time dependant features of concrete Young's modulus,shrinkage and creep.Furthermore, through integral analysis of FEM,it gives an eigen equation to solve critical loads and corresponding buckling modality.The numeric...

By proposing a hybrid material frame element concept of concrete filled steel tube (CFST) structures,this paper deduces corresponding element stiffness matrix and geometric stiffness matrix through the law of conservation of energy,with the element strain energy calculated under consideration of time dependant features of concrete Young's modulus,shrinkage and creep.Furthermore, through integral analysis of FEM,it gives an eigen equation to solve critical loads and corresponding buckling modality.The numeric examples show that the buckling analysis method is theoretically reliable and practicable in buckling safety check of CFST bridges.

基于钢管混凝土组合材料结构特点 ,提出组合材料框架元的概念 ,考虑其中混凝土力学特性的时变特点 ,按单元推导其单元应变能 ,由能量守恒原理导出单元一般刚度阵及几何刚度阵 .再由整体分析得到第一类稳定问题求解的特征方程 ,以求得临界荷载及相应屈曲模态 .算例表明 ,所提出的屈曲分析 ,理论可靠 ,可用于实桥的稳定安全验算 .

A laminate beam element under transverse centralized or distributed load is elaboratly presented, which may have complicate section plane, and the transverse shearing effect is taken into account. Especially, taking advantage of the characteristic of element assemble in FEM program, method to manipulate the incomplete simple constraint among each beam is also presented. A controlable analysis mode is used to solve the problem between discrete element number and selecting failure mode that will lead to...

A laminate beam element under transverse centralized or distributed load is elaboratly presented, which may have complicate section plane, and the transverse shearing effect is taken into account. Especially, taking advantage of the characteristic of element assemble in FEM program, method to manipulate the incomplete simple constraint among each beam is also presented. A controlable analysis mode is used to solve the problem between discrete element number and selecting failure mode that will lead to more reasonable reliability estimation.

为解决分析复合材料框架式结构的强度可靠性问题 ,应用最小势能原理 ,设计推导了一种具有复杂剖面形状 ,考虑横向剪切 ,承受横向集中及分布载荷作用的层合梁单元。根据一具体水平梁架的实际情况 ,结合有限元处理程序中组装总体刚度矩阵的特点 ,较好地实现了层合梁之间的不完全简支连接。分析系统强度可靠性时 ,通过可调控的运行方式 ,有效解决了挑选失效模式与离散单元数目之间的关系 ,使系统可靠性的计算更合理

Based on proposing hybrid material frame element concept of concrete filled steel tube (CFST) structures, with time dependent and composite characteristics effectively considered, this paper proposes geometrically nonlinear analysis method of CFST bridges. A verifiable example is followed, which analyzes the influential extent of the geometrical nonlinearity by comparison of linear analysis.

基于组合材料框架元的概念并在有效地考虑钢管中混凝土时变特性及组合材料特性的基础上 ,提出了钢管混凝土拱桥的几何非线性分析方法。最后给出验证性算例 ,并分析了实桥几何非线性的影响。

 
<< 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材料框架的内容
在知识搜索中查有关材料框架的内容
在数字搜索中查有关材料框架的内容
在概念知识元中查有关材料框架的内容
在学术趋势中查有关材料框架的内容
 
 

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