The software about the frame design, apply the stiffening bar method and elastic foundation method to account the endogen.
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。
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。
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 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。
Based on elastic methods and the layer-wise summation method, a program developed for settlement calculation of pile ground and combined composite foundation.
基于弹性理论方法，结合分层总和法，编制了群桩沉降计算程序，并掘此对普通群桩和组合桩群桩性状和沉降计算进行研究。
The finite-length beam on elastic foundation is solved by the wavelet Galerkin finite element method. In comparison with the analytical results, the solution has better accuracy and convergence.
用此方法求解弹性地基上的有限长梁，从结果对比可以看出其解具有良好的精确性和收敛性。
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 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。
The negative moment of the beam can not be concluded by the method based on the half-space elastic foundation theory, but the negative moment is proved by the numerical analysis.
基于弹性半无限空间的幂级数法不能计算格构梁上的负弯矩区段，与数值分析的结果不符。
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。
Using the method of power series, we have solved the problem for shallow shell of an ellipsoid of revolutin on an elastic foundation under uniform normal load.
利用幂级数法，求解了在均布荷戴作用下，在弹性基础上的椭园扁壳的问题。
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。
On the basis of above mentioned formulas, the calculation on elastic moduli of stratified foundation is made with direct method and a corresponding calculation software programmed.
以此为基础，利用直接法进行分层弹模计算，并编制了相应的计算软件。
But generally speaking, the method of the calculation for the anchor pile design is the combination of elastic foundation coefficient and single parameter.
但是对于锚索桩的设计计算大都采用的是弹性地基系数和单参数相结合的方法。
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。
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。
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。
The derivation is based on the equilibrium of the vertical forces on the slab. 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 paper studied the calculation method of equivalent modulus of elasticity of foundation under principles of different equivalence by elastic multi-layer theory.
应用弹性层状理论，研究了不同等效方法对基层顶面当量回弹模量换算结果的影响。
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。
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。
Analysing the character of internal forces of anchor cable frame by winkler model and verifying it by field test a calculation method is put forward based on elastic foundation beam.
利用winkle r地基模型分析锚索框架的受力特征，并通过现场试验加以验证，提出锚索框架的弹性地基梁计算模式。
In this paper, the finite difference method is used to analise the mat foundation based on semi-infinite elastic body, and an improved suggestion about how to deal with the noriregul.
木文应用有限差分法对假设为半无限弹性体地基上的筏板基础的变形和内力进行了计算，并对不规则边界提出了具体的解决办法。
The problem of interaction of the concrete foundation and the elastic base was analyzed to illustrate the application of the proposed method.
在此基础上编制了相应的计算程序并将其应用到混凝土基础与地基相互作用的变形分析。
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。
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。
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。
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。
With finite element method and compressed flexible array method, this paper establishes a method calculating displacement of joint slab on elastic foundation.
应用有限元压缩柔度矩阵，建立了具有接缝传荷能力多块板的位移计算方法。
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。
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