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楔形杆件     
相关语句
  tapered members
     Asymptotic solution for second order linear homogeneous equations with big parmeter was given by small parameter conversion process. The free longitudinal vibration of structures with tapered members were derivated by using the asymptotic solution as elastic instability occurring.
     把含有小参数的二阶线性齐次方程转化为含有大参数的二阶线性齐次方程 ,然后求出含有大参数的二阶线性齐次方程的渐近解 ,利用此渐近解即可求出楔形杆件结构的纵振自主频率及弹性失稳时的临界载荷
短句来源
     FREE LONGITUDINAL VIBRATION AND ELASTIC STABILITY ANALYSIS OF STRUCTURES WITH TAPERED MEMBERS
     楔形杆件结构的自主振动及弹性稳定分析
短句来源
     An asymptotic solution for second order linear homogeneous equations with big parameter is given by conversion of second order linear homogeneous equations with small parameter into these with big parameter The frequency and critical load of free longitudinal vibration of structures with tapered members are derivated by using the asymptotic solution when they are under a condition of elastic instability.
     把含有小参数的二阶线性齐次方程转化为含有大参数的二阶线性齐次方程,然后求出含有大参数二阶线性齐次方程的渐近解,利用此渐近解即可求出楔形杆件结构的纵振自主频率反弹性失稳时的临界荷载。
短句来源
  tapered bar
     Based on the stiffness and consistent geometric stiffness matrices of 3-d deteriorated girder element presented in [1] and [2],the formulae of f inite element method of elastic stability for tapered bar with arbitrary cross-s ection on elastic supports have been derived.
     在文 [1 ]、[2 ]建立的三维退化直梁单元刚度矩阵及切线刚度矩阵的基础上 ,推导出计算弹性支撑上楔形杆件结构弹性稳定问题的有限元列式。
短句来源
  “楔形杆件”译为未确定词的双语例句
     Elastic Stability of Structures with Tapereb Members
     楔形杆件结构的弹性稳定分析
短句来源
     Stability of Tapered Bar on Elastic Supports
     弹性支撑上楔形杆件的稳定计算
短句来源
  相似匹配句对
     Elastic Stability of Structures with Tapereb Members
     楔形杆件结构的弹性稳定分析
短句来源
     Stability of Tapered Bar on Elastic Supports
     弹性支撑上楔形杆件的稳定计算
短句来源
     (2) wedge-shaped diffuser;
     (2)楔形扩压器;
短句来源
     The Design on Wedge Lock
     楔形锁紧装置的研制
短句来源
     Connecting elements between structural members and massive solids
     杆件-块体连接单元
短句来源
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  tapered members
Current procedures for estimating effective length factors for web-tapered members rely heavily on the use of charts and graphs.
      
This modification allows the expression to be applied to web-tapered members with good accuracy.
      
The FRP glulam covered in this criteria is limited to solid prismatic or tapered members bonded with full-length reinforcements without pre-tension.
      


The stiffness matrices of several tapered members, which are often used in engineering structures, are developed in this paper. The matrices take into consideration of the influence of axial force and can be used to analyze the elastic stability of tapered member rigid frames.

本文导出了工程中常用的几种包括轴向力效应在内的直线楔形杆件单元刚度矩阵,可供分析直线楔形杆件框架弹性稳定问题用。

Based on the stiffness and consistent geometric stiffness matrices of 3-d deteriorated girder element presented in [1] and [2],the formulae of f inite element method of elastic stability for tapered bar with arbitrary cross-s ection on elastic supports have been derived.

在文 [1 ]、[2 ]建立的三维退化直梁单元刚度矩阵及切线刚度矩阵的基础上 ,推导出计算弹性支撑上楔形杆件结构弹性稳定问题的有限元列式。

Asymptotic solution for second order linear homogeneous equations with big parmeter was given by small parameter conversion process.The free longitudinal vibration of structures with tapered members were derivated by using the asymptotic solution as elastic instability occurring.

把含有小参数的二阶线性齐次方程转化为含有大参数的二阶线性齐次方程 ,然后求出含有大参数的二阶线性齐次方程的渐近解 ,利用此渐近解即可求出楔形杆件结构的纵振自主频率及弹性失稳时的临界载荷

 
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