deflection theory

Improving Structural Design of Flexible Pavement with Large Deflection Theory of Slab

按薄板的大挠度理论对柔性路面结构设计的改进

Mechanics Analysis on Vacant Pipelines Based on Small Deflection Theory

基于小挠度理论的悬空管道力学分析

Welding flat cover for hydraulic test calculated basing on large deflection theory

按大挠度理论计算的液压试验用焊接平盖

Deflection Theory of Cable and Its Application

索的挠度理论及其应用

The Geometrically Nonlinear Analysis of Arch Bridge by Deflection Theory

拱桥的几何非线性分析＿＿挠度理论

The Application of the Steady Large Deflection Theory in the Design of Spacing Rods

压杆稳定大挠度理论研究结果在间隔棒设计中的应用

Consistent Large Deflection Theory of Cylindrical Composite Sandwich Shells

复合材料夹层壳的一致有效大挠度理论

The experimental setup , deflection theory , influence factors and the application to electrochemistry are discussed .

分别从实验装置、偏转原理、影响因素及其应用等方面加以论述。共引用文献56篇。

From three aspects : comparative advantage theory , new international competitiveness theory , trade creation and trade deflection theory .

从三个方面的理论：比较优势理论、国际竞争力的新理论、贸易创造和贸易转移理论。

The deflection theory and general conclusions for actuating and controlling are established connecting with experiment results .

建立了驱动器的变形理论，得出了驱动与控制的规律性结论。

Based on Von-Karman large deflection theory , the differences between methods and available range are demonstrated .

基于Von－Karman大挠度理论，分析了两种方法的差异和适用范围；

Secondly , the calculation theory of arch was discussed , including stability , arch deflection theory and the geometric nonlinear analysis .

其次，论述了关于拱桥的计算理论，包括稳定问题、拱桥挠度理论及几何非线性分析方法。

According to small deflection theory and principle of superposition , the normal stress due to bending and axial force may be treated separately .

单索面斜拉桥承受弯矩与轴力的共同作用，根据小变形理论与叠加原理。

The analysis theories of suspension bridge ( including elastic theory , deflection theory , and the finite displacement theory ) are summarized in the paper . 3 .

介绍了悬索桥的分析理论（弹性理论、挠度理论和有限位移理论）。

Based on the tiny deflection theory of the elastic thin plates , the differential equations of the cellular voided plates are given .

以弹性薄板小挠度理论为基础，推导出了蜂窝式空心板的微分方程。

Based on the large deflection theory of arch bridge , this paper uses spline finite point method to analyze the geometric nonlinear internal force of arch structure .

拱桥大挠度问题内力分析的样条配点法2.运用拱的挠度理论，推导出考虑结构几何非线性影响的控制微分方程；

The model of layer onit is established with thin plate deflection theory . Besides , surface subsidence is forecast and verified with examples .

用板弯曲理论建立层单元模型，在此基础上预测地表下沉，并用实例验证。

In this paper , the deflection theory and its calculation method for multi-tower suspension bridges have been perfected on the basis of the existing methods .

在已有方法的基础上，完善了多塔悬索桥的挠度理论及其计算方法，采用影响线加载的方法可方便地得出多塔悬索桥的位移和内力。

According to the finite deflection theory , it was assayed qualitatively that the honeycomb floor which was designed base on this theory has large safety reserve .

结合大挠度理论，定性地分析了按上述方法设计的蜂巢芯楼盖具有较大的安全储备。

In this paper , the dynamic response of shallow spherical shell with circular base Subjected to arbitrary concentrated impulsive loading is studied by using classical small deflection theory of elastic shallow shell .

本文利用经典小挠度弹性扁壳理论研究了圆底扁球壳在任意集中脉冲荷载作用下的动力响应问题。

In this paper , on the base of small deflection theory of thin flexible , I have deduced the differential equations of the floor , a cross-section of the stiffness formula . 3 .

本文以弹性薄板小挠度理论为基础，推导了楼板的微分方程，提出了截面刚度的计算公式。

Based on deflection theory and through analysis of the variation of internal force and deflection with the change of distribution load , concentration load and temperature on large-span suspension bridge , this paper draws some beneficial conclusions .

从挠度理论出发，通过分析作用在大跨度悬索桥上的分布荷载、集中荷载、温度的变化而产生桥的内力与挠度变化，得出相关结论。

Based on the large deflection theory and the discretely stiffened plate model , the tangential stresses of the stiffeners are neglected , and nonlinear membrane forces of the stiffeners are taken into account .

考虑膜力的存在，忽略筋截面上的剪切应力，引入板的应力函数，采用离散加筋板模型，运用能量原理建立加筋板的动响应控制方程。

The influence of deformation on the arch equilibrium differential equation is studied , and the calculation formula of parabola non hinge bridge is derived according to deflection theory and compared with the computative results of elasticity theory .

通过对拱的平衡微分方程受变形影响的研究，推导出抛物线无铰拱的挠度理论计算公式，并与弹性理论的计算结果比较，说明变形对大跨径拱桥的内力影响不可忽视。

Von Karman 's large deflection theory and Kelvin 's viscoelastic damping model were applied to derive the governing equation , while the first order piston theory was used to simulate the gas pressure applied on the panel .

采用VonKarman大变形理论及Kelvin粘弹阻尼模型建立壁板的动力学方程，通过线性活塞理论建立气动力模型。

A simplified method for predicting ultimate compressive strength of ship plates has been proposed recently by Paik and Pedersen , which is based on a combination of the elastic large deflection theory and the rigid-plastic analysis .

最近，Path和Pedersen提出了一种新的预报船体平板极限压缩强度的简化方法，该方法基于弹性大挠度理论和刚塑性分析的结合。

In the analysis of the two kinds of collapse of overall bucking and yielding along plate-stiffener intersection , according to larger deflection theory , control differential equation non-linearly and some appropriate hypothesis , ultimate strength calculate formula is found .

对于加筋板整体屈曲和板筋交界处的屈服两种破坏模式，根据大变形理论和非线性控制微分方程以及相应的基本假定推导出的正交异性板极限强度计算公式和板格的极限强度公式；

Based on the large deflection theory of arch bridge , this paper uses spline finite point method to analyze the geometric nonlinear internal force of arch structure . With the cubic B spline functions treated as displacement functions , a new method is introduced into .

运用拱的挠度理论，推导出考虑结构几何非线性影响的控制微分方程；应用样条有限点法，以三次B样条函数为位移试函数，导出了拱结构非线性内力分析的新方法。

In this paper , using the solution of initial parameter form of small deflection theory of thin annular plate and the stepped reduction method , we obtain the calculation formulas of thickness distribution of equi-strength annular plates and carry out several examples under usual used boundary conditions .

本文利用小挠度环形薄板的初参数形式解和阶梯折算法，得到了任意边界条件下的等强度环形板的厚度分布计算公式。计算了一些常见边界条件下的实例。

In the small deflection theory , by buckling analysis , the classical buckling critical load of integrative braid composite cylindrical shells under axial compression is get . According to the experience and the results of FEM , a revised formula for calculating buckling critical load is presented .

在小挠度理论中，通过前屈曲分析得到了完善的编织复合材料圆柱壳在轴压情况下的经典屈曲临界载荷，根据经验及有限元计算结果，提出了计算屈曲临界荷载的修正公式。