In this paper, the classification of elastic foundation beams is discussed.
研究了有限长弹性基础梁的分类。
This paper investigates the stability of pipes conveying fluid on elastic foundation.
研究弹性地基上输液管的稳定性。
It depends on the elastic foundation of the matrix and the flexural stiffness of fibers.
这种分析还依赖于基体的弹性以及纤维在基体中的弯曲刚度。
The method can also be suitable for single parametric elastic foundation and isotropic plates.
亦适用于求解单参数弹性地基和各向同性板情形。
This paper presents the three dimensional stress analysis method of slabs on elastic foundation.
本文提出了弹性地基上板的三维应力分析方法。
The spline function is used in the analysis of free vibration problem of plates on elastic foundation.
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。
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。
In this paper, the dynamic response of the elastic foundation plates with spline-function method is introduced.
介绍应用样条函数方法解决弹性地基板的动力响应问题。
This paper proposes that the grillage beams on elastic foundation can be analysed by the discrete strip method.
本文提出了网格形弹性地基梁的条形离散解法。
At last, the matrix equation for analyzing elastic foundation beam is held up by the equilibrium of node forces.
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。
It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.
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。
In addition, the dynamic response of a pier with rigid foundation or pier with elastic foundation is also analyzed.
此外还分析了刚性基础墩身和弹性基础墩身的动力响应问题。
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。
The common method of beam on elastic foundation for the integral base is critcized and the improved method is presented.
在此基础上，对水闸整体式平底板现行的弹性地基梁方法进行了分析，同时对此法提出改进。
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。
In this way, the calculation of the elastic foundation beam is further unified, which is very convenient to practical use.
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 paper, the state space precision method is used to calculate the dynamic response of plates on elastic foundation.
采用状态空间精细法计算弹性地基板的动力响应量。
This paper presents an analytical method of two dimensional problem of beam on elastic foundation by trigonometric series.
本文提出了弹性地基梁平面问题的三角级数解法，建立了一般方程并导出了有关的计算公式。
This paper discusses the problem of concerned calculation of elastic foundation beams With combined axial and lateral loads.
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。
In this paper, stability problem of beams supported on elastic foundation is discussed by means of Liapunov's direct method.
本文应用李亚普诺夫稳定性理论的直接方法，讨论了弹性支承上的压杆稳定问题。
The present paper discusses a method of optimal design of the shallow shell with double curvature on the elastic foundation.
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。
By elastic foundation coefficient method, this paper calculated lateral stress that elastic pile ACTS on surrounding rock soil.
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。
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。
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。
The primary analysis was done on the experiment results and the site experience of vibration test on the elastic foundation slab was concluded.
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。
According to the theory of curve beam and elastic foundation beam, a mechanic model for the structure of a special submarine cabin is developed.
采用大曲率梁理论和弹性基础梁带理论，建立潜艇特殊舱段结构的力学模型。
The parameters which influence the isolation effect of elastic foundation of forging hammer were optimized to obtain the optimal isolation effect.
为了使弹性基础的隔振效果达到最佳，对影响其隔振效果的参数进行了优化设计。
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 problems of the analysis of the rigid pavement on the multiple layered elastic foundation are studied by semi-analytical infinite layer method.
本文采用半解析无限层方法，研究了弹性层状地基上刚性路面的计算问题。
It follows that under certain conditions the existence of the envelope soliton in the prestressed beam in nonlinear elastic foundation is possible.
研究结果表明，在一定条件下，非线性弹性地基内预应力梁中存在包络孤立波。
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