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beam with variable cross section
相关语句
  变截面梁
     The General Solution for Dynamic Response of Nonhomogeneous Beam with Variable Cross Section
     非均匀变截面梁动力响应的一般解
短句来源
     A Virtual Beam Method Calculating the Benched Beam with Variable Cross Section
     阶梯状变截面梁计算的虚梁法
短句来源
     In this paper, by means of the exact analytic method ̄[1] the general solution for dynamic response of nonhomogeneous beam with variable cross section is obtained under arbitrary resonant load and boundary conditions.
     本文利用精确解析法 ̄[1]给出非均匀变截面梁在任意谐振荷载和边界条件下的动力响应的一般解。
短句来源
     By the method, the banding Parameters of benched beam with variable cross section are obtained.
     利用这一方法,能够解决阶梯状变截面梁的静定问题和静不定问题。
短句来源
  “beam with variable cross section”译为未确定词的双语例句
     Mixed Parameter Method of Multi-span Beam with Variable Cross Section
     变截面多跨梁的混合参数法
短句来源
     Computer Program of Continuous Beam with Variable Cross Section on Elastic Foundations
     变截面弹性支承连续梁弯曲计算程序
短句来源
     Transfer Matrix Method Used in statically Indeterminated Beam with Variable Cross Section
     变截面超静定梁的传递矩阵解法
短句来源
     Application Of Difference Algorithm In Solving Vibration Parameter Of Continuous Beam With Variable Cross Section
     差分法在求解变截面连续梁自振参数中的应用
短句来源
     This method may be used as a solution for a multi-span beam with variable cross section under conditions of various kinds of loads, supports and junctions.
     此法可用于求解在各种载荷、支承及联接条件下的变截面多跨梁。
短句来源
更多       
  相似匹配句对
     Computer Processing of Variable Cross-section Beam
     变截面梁计算的计算机处理
短句来源
     TIMOSHENKO BEAM OF VARIABLE CROSS-SECTION (VARIABLESTIFFNESS)
     变截面(变刚度)纵横弯曲梁
短句来源
     Research on Micro-electroplating of Beam with Variable Cross-section
     变截面梁的微电镀研究
     Calculation of equivalent mass of beam with variable cross-section
     变截面梁的等效质量计算
短句来源
     Deflection Calculation of Variable Cross section Rectangle Vantilever Beam
     两段变截面矩形悬挑梁挠度计算
短句来源
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  beam with variable cross section
In this paper by means of the exact analytic method [1], the general solution for dynamic response of nonhomogeneous beam with variable cross section is obtained under arbitrary resonant load and boundary conditions.
      
The general solution for dynamic response of nonhomogeneous beam with variable cross section
      


A simplified analytical method for computing initial post-buckling behaviour of continuous beams with variable cross-section is proposed. In order that the original beam can be reduced to a single beam as shown in Fig. 2(b), a stiffness co-efficient formula for the right-end of first span in the continuous beam in the critical state has been devised, and any change in this co-efficient caused by finite flexural deformation of the beam in the post-buckling state...

A simplified analytical method for computing initial post-buckling behaviour of continuous beams with variable cross-section is proposed. In order that the original beam can be reduced to a single beam as shown in Fig. 2(b), a stiffness co-efficient formula for the right-end of first span in the continuous beam in the critical state has been devised, and any change in this co-efficient caused by finite flexural deformation of the beam in the post-buckling state will be considered.

本文提出了一个变截面连续梁初始屈曲后效的计算方法.它的要点是首先导出连续梁在临界状态下始跨右端的刚度系数算式,然后在分析初始屈曲后效时,进一步考虑超临界变形对这个系数的影响,这样可以把连续梁的屈曲后效计算问题化为单根梁进行处理.计算比较简便.

The method proposed by the author in the previous paper "mixed parameter method for multi-span beam with constant cross section" has been developed in this paper. This method may be used as a solution for a multi-span beam with variable cross section under conditions of various kinds of loads, supports and junctions.

本文发展了作者在前一篇文章“等截面多跨梁的混合参数法”中提出的方法。此法可用于求解在各种载荷、支承及联接条件下的变截面多跨梁。

This paper presents the method of weighted residuals—the subdomain method together with the Taylor's series to analyse the general case of continuous beam with variable cross sections under various loadings.An algorithm to solve continuous beams with flow-chart and numerical examples are also presented.The method in this paper is much less at the working hours and more accurate than the finite element method for the same problem.

本文应用加权残值法中的子域法和泰勒级数的展开式分析了在任意载荷作用下变截面连续梁的内力及位移。并给出了用加权残值法分析连续梁的通用程序框图及算例。该方法较为精确,在解决同类问题时,所化工作量比用有限元法要小。

 
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