本文提出了弹性地基上板的三维应力分析方法。
This paper presents the three dimensional stress analysis method of slabs on elastic foundation.
亦适用于求解单参数弹性地基和各向同性板情形。
The method can also be suitable for single parametric elastic foundation and isotropic plates.
该公式符合极限状态下弹性地基与板相互作用机理。
These formulas conform to the interactive mechanism of the plate and elastic subgrade in the ultimate state.
对裂缝的原因进行分析并按弹性地基框架进行计算。
This essay analyzes what causes the crack and calculates according to the elastic ground frame work.
并将这一方法应用到双参数弹性地基板的动力分析中。
This method is applied on the dynamical analysis of the Mindlin plate on two parameter elastic foundation.
能求出弹性地基板的地基反力，全部位移和应力分量。
The foundation reaction, all the displacements and stress components can obtained.
并对变截面弹性地基梁的计算进行研究，得出计算公式。
The calculation of changing section foundation beams is also studied, and the calculation formulae are worked out.
介绍应用样条函数方法解决弹性地基板的动力响应问题。
In this paper, the dynamic response of the elastic foundation plates with spline-function method is introduced.
本文以叠加法提供在弹性地基上的自由矩形板的精确解。
This paper presents an exact solution for a free rectangular plate on elastic foundation by the method of superposition.
本文提出一种用样条函数分析弹性地基板自由振动的新方法。
The spline function is used in the analysis of free vibration problem of plates on elastic foundation.
最后，由梁单元结点力平衡建立分析弹性地基梁的矩阵方程。
At last, the matrix equation for analyzing elastic foundation beam is held up by the equilibrium of node forces.
本文讨论位于弹性地基上的双曲率扁壳优化设计的一个方法。
The present paper discusses a method of optimal design of the shallow shell with double curvature on the elastic foundation.
框架设计软件采用了刚性梁法和弹性地基梁法进行内力计算。
The software about the frame design, apply the stiffening bar method and elastic foundation method to account the endogen.
用弹性地基系数法，计算了弹性桩作用于桩侧岩土体的应力。
By elastic foundation coefficient method, this paper calculated lateral stress that elastic pile ACTS on surrounding rock soil.
研究弹性地基上带传力杆的间断中厚矩形板的非线性静力特性。
The nonlinear static behaviors of rectangular moderate thickness plate with dowels on elastic foundation are investigated.
本文讨论了横向和纵向载荷作用下弹性地基梁的有关计算问题。
This paper discusses the problem of concerned calculation of elastic foundation beams With combined axial and lateral loads.
在建立管线模型时，接头简化为刚性，管线简化为弹性地基梁。
The joints are predigested as rigid joints and pipelines are predigested as elastic groundsill girders.
在弹性地基上的自由矩形板的弯曲，在弹性薄板理论中也是个难题。
In the theory of elastic thin plates, the bending of a free rectangular plate on the elastic foundation is also a difficult problem.
本文对于弹性地基板分析的解析方法和边界元法研究，将是有益的。
It is beneficial for the analytical method and BEM of the analysis of the plates on two-parameters foundation.
研究了弹性地基上带传力杆的间断中厚矩形板结构的非线性振动特性。
The nonlinear vibration behaviors of a rectangular moderate thickness plate with dowel on elastic foundation were investigated.
导出了计算储存在半无限弹性地基中弹性变形能所需的各种地基刚度。
The various subgrade stiffness parameters for evaluating elastic strain energy stored in subgrade are inferred by using the principle of energy equivalency.
用有限单元法对弹性地基和上部框架进行整体分析，是一种有效的办法。
It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.
建立了弹性地基上的正交异性矩形薄板弯曲挠度函数微分方程的一般解。
A general solution to differential equation for deflection function in bending problem of orthotropic rectangular thin plate on elastic foundation is established.
用有限单元法建立了可考虑接缝和地基脱空的弹性地基板位移计算模型。
A numerical model calculating displacement of jointed slab on void foundation is established with finite element method.
这样，就进一步把弹性地基梁的计算问题统一起来，为实际应用提供方便。
In this way, the calculation of the elastic foundation beam is further unified, which is very convenient to practical use.
建立了弹性地基上的正交异性矩形薄板弯曲问题挠度函数微分方程的一般解。
A general solution of differential equation for deflection function in bending problem of orthotropic rectangular thin plate on elastic foundation is established in this paper.
采用二自由度四分之一汽车悬架和粘弹性地基梁模型建立了二维汽车-路面系统。
A two-dimensional vehicle-pavement system is modeled with the two DOF quarter vehicle suspension and a beam on viscoelastic foundation.
在此基础上，对试验结果进行了初步的分析并总结了弹性地基板振动测试的场地经验。
The primary analysis was done on the experiment results and the site experience of vibration test on the elastic foundation slab was concluded.
利用文克尔局部弹性地基模型，求解均布荷载作用下一端固定的弹性地基梁的基底压力；
With Winkler foundation model, the foundation pressure on Winkler foundation-beam with one fixed end and subject to evenly distributed loading is calculated.
分析畸变效应时采用了弹性地基梁法的求解思路，在求出截面畸变角后，计算畸变应力。
With the way to solve the distortion effect problem by the flexible foundation method, the distortion stress was calculated after solving the cross-section distortion Angle.
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