片语

elastic c foundation plate弹性地基板

elastic c foundation弹性基础

elastic pile foundation弹性桩基础

Winkler elastic foundation beamwinkler弹性地基梁

elastic multilayer foundation层状弹性体

elastic foundation short beam弹性地基短梁

visco-elastic layered foundation粘弹性层状地基

elastic foundation plate弹性地基板

英汉例句

• 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。

• a seven-node superparametric infinite element model for simulating semiinfinite plane elastic foundation is presented and the fundamental principles and formulas of the model are described.

  本文提出一种七节点超参无穷元用于模拟半无限平面弹性地基的计算方法。

• 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。

• 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。

• a designing and calculating theoretical model has been put forward based on the basic idea of elastic foundation beam method.

  针对于弹性地基梁方法的基本思想，提出双排桩支护结构设计计算理论模型；

• 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桿的间断中厚矩形板的非线性静力特性。

• 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。

• an approach is introduced in this paper, in which dynamic characteristics of reinforced concrete beam on elastic foundation is analyzed by model perturbation method.

  文中介绍了用模态摄动法分析复杂情况下弹性地基梁动力特性的近似方法。

• a theoretical analysis is presented for dynamic plastic behavior of a simply supported rigid, perfectly plastic square plate on elastic foundation subjected to impulsive loading.

  本文从理论上分析了受均布沖击载荷作用下，位于弹性基础上的简支理想刚塑性方板的塑性动力响应，文中给出了中载和高载情况下各相的解析解。

• three-dimensional elasticity solution of the static bending of simply supported rectangular fgm plates lying on an elastic foundation is presented by virtue of state-space formulations.

  利用状态空间法，对四边简支的功能梯度矩形板在弹性地基上的静力弯曲进行了三维弹性分析。

• 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。

• a general solution of differential equation for free vibration displacement function of compressed rectangular thin plates on two parameters elastic foundation is established.

  建立了双参数弹性地基上受压的矩形薄板自由振动位移函数微分方程的一般解，其中积分常数由边界来确定。

• mesh of elastic foundation plate is generated with arbitrary quadrilateral elements, which is described according to theories of both plane problem and bending problem.

  用任意四边形板单元离散弹性基础板，将基础板按平面问题加薄板弯曲问题进行描述。

• 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巖土体的应力。

• 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。

• 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。

• 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。

• accordingly, the various elastic foundation beams models and the formulae of foundation beams with changing section can be worked out to develop a calculation system.

  推导出各种地基弹性地基模型及变截面的地基梁的计算公式，形成了一个较完整的计算系统。

• 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。

• 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。

• 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。

• 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。

• 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。