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shear deformation相关的网络例句

查询词典 shear deformation

与 shear deformation 相关的网络例句 [注:此内容来源于网络,仅供参考]

Numerical results show the influence of the shear deformation on the static bending of orthotropic moderately thick plate is significant.

分析结果表明横向剪切效应对正交各向异性中厚板的影响是显著的。

First, the modal perturbation method based on Ritz vectors is applied to solve the dynamic characteristics of Timoshenko deep beam including the effects of shear deformation and rotational inertia.

首先建立了钢筋混凝土深梁的求解方程,然后提出了求解Timoshenko梁特征值问题的模态摄动法,最后通过算例,说明不同含钢率下钢筋混凝土深梁的自振特性的变化情况。

A new dynamic finite element method for dynamic analysis of frame structures considering the effect of rotatory inertia and of shear deformation is presented in this paper.

在本文中,作者提出了一种可以考虑梁单元剪切变形和转动惯量影响的框架结构动力分析的动态有限元方法。

The effects of shear deformation of ...

分别考虑了剪力墙的剪切变形和结构的扭转变形对计算结果的影响。

And the method can be extended to the other structures with shear deformation.

这一方法也可以推广到符合剪切型振动的其它建筑结构中。

The effect of shear deformation and rotary inertia are considered in the paper.

文中考虑了剪切变形和转动惯量的影响。

In chapter 4,on the basis of chapter 3,a new formulation of hybrid/mixedsingular plate element based on Reissner's plate theory is set up,and 4-node arbitraryquadrilateral hybrid/mixed singular bending plate element formulas including theeffects of transverse shear deformation is derived,then by the use of this method,alarge quantity of numerical computations are carried out,at the same time,the resultsare compared with theoretical solutions and the results obtained by other singularfinite element methods.

第四章 在第三章的基础之上,建立基于Reissner型板理论之上的杂交/混合奇异板单元列式,推导出了考虑剪切效应的四节点任意四边形杂交/混合奇异弯曲板单元公式,并进行了大量的数值计算,同时与理论解析解和其它有限元解进行了比较,计算结果表明:本文提出的杂交/混合奇异板单元方法是可以用于计算含裂纹平板弯曲应力强度因子的一种高效、可靠、简便易行的方法。

Combining the section endochronic theory with member finite element method, the member endochronic model is developed, during which shear deformation of member is unconsidered.

三、将截面内时理论与杆件有限单元法相接合,建立杆件内时模型,建立过程中不考虑杆件的剪切变形。

Based on the Reddy′s higher order shear deformation theory , geometrically nonlinear governing equations and their boundary conditions of composite laminated plates are obtained in the form of displacements by the virtual displacement principle.

根据 Reddy的高阶剪切变形理论,用虚位移原理推导出以位移形式表达的复合材料层板的非线性控制方程及相应的边界条件。

Finally, the free vibration analysis of the 3-D beamlike lattice girders is performed using the derived property matrices of the 3-D Timoshenko beam elements and the influence of flexural rigidity, shear deformation and rotary inertia of the constituent structural members on the free vibration characteristics of the "triangular-type" and "rectangular-type" 3-D beamlike (Vierendeel and X-braced) lattice girders is studied.

最后,本文利用上述三维Timoshenko梁元素的性质矩阵,来进行三维构架的自由振动分析,并探讨各梁元素的挠曲刚度、剪切变形与旋转惯性,对三角形及四方形的梁形格状桁,自由振动特性的影响。

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