The harmonious displacement model of arbitrary quadrilateral plate element is used to analyze the arbitrary shape elastic foundation plate in the semi - infinite elastic foundation.
本文将任意四边形板单元的协调位移模式应用于半无限弹性地基上任意形状弹性地基板分析。
This paper presents an exact solution for a free rectangular plate on elastic foundation by the method of superposition.
本文以叠加法提供在弹性地基上的自由矩形板的精确解。
In the theory of elastic thin plates, the bending of a free rectangular plate on the elastic foundation is also a difficult problem.
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。
This method is applied on the dynamical analysis of the Mindlin plate on two parameter elastic foundation.
并将这一方法应用到双参数弹性地基板的动力分析中。
Immersed tube tunnels are often analyzed by using the method of beam or plate on elastic foundation which can not precisely simulate the behavior of joints.
沉管隧道纵断面结构计算常采用弹性地基梁或弹性地基板法，但这些方法较难真实模拟沉管隧道的受力情况，特别是接头的受力情况。
The nonlinear static behaviors of rectangular moderate thickness plate with dowels on elastic foundation are investigated.
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 responses of plate on elastic half-space foundation under loads are analyzed by PFSEM and MATLAB is used to program second order statistics of displacement of plate.
采用随机有限元-无穷元耦合模型分析弹性半空间地基板在载荷下的响应题目是可行的；
This paper gives a finite prism superposition solution for a rectangular thick plate and thick plate with circular holes on elastic foundation.
本文提出了弹性地基上水泥混凝土厚板和空心厚板的有限棱柱迭加解法。
In this paper, a new method, the successive substitution method, is presented for bending of circular thin plate loaded by axial symmetrical force on elastic foundation.
提出了弹性地基上圆板承受轴对称载荷作用弯曲问题的一种新的解法-迭代法。
The nonlinear vibration behaviors of a rectangular moderate thickness plate with dowel on elastic foundation were investigated.
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。
This paper presents a finite strip method for analysis of elastic plate on Winkler's foundation and simply supported rectangular shallow spherical shells.
本文用有限条元法分析文克尔地基板与矩形底边简支球形扁壳问题。
A general solution to differential equation for deflection function in bending problem of orthotropic rectangular thin plate on elastic foundation is established.
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。
The computation of plate on elastic foundation is concerned by many engineering scientific personnel because it is widely used in engineering, such as footing, airport runway, and public roads.
弹性地基上板的计算题目一直是广大工程科技职员所关心的题目，由于它在工程中有着广泛的应用，如建筑物的基础、机场跑道、公路路面等。
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.
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。
In this paper, the forming mechanism of the multilayer rafted ice is described from mechanics view, and the buckling failure of a plate on an elastic foundation is introduced.
本文用力学观点阐明多层重叠冰的形成机制，介绍了弹性板壳压曲破坏模型。
In design of building structures the bottom plate on elastic foundation is calculated in common using finite element method or calculation charts.
在建筑结构设计中弹性支承板的计算一般采用有限元法和图表法。
The analysis of raft foundation is a problem of thin plate resting on the elastic subgrade.
筏式基础的分析属于弹性地基上的薄板问题。
This Paper gives a method of drawing the influence line of fixed end beam and the influence area of fixed edge flat plate which are lying on the elastic foundation bed.
本文提出一种绘制支承于弹簧地基上固端梁影响线及四边固定板影响面的方法。
The solution strictly satisfies the differential equation of a plate on the two-parameter elastic model foundation, the boundary conditions of the free edges and the free corner conditions.
它严格满足双参数弹性地基上板的控制微分方程和自由边的边界条件和角点条件。
In this paper the fundamental solution of a plate on elastic foundation is derived by Hankel transforms.
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。
In this paper the fundamental solution of a plate on elastic foundation is derived by Hankel transforms.
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。
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