elastic beam的例句大全

A Beam on Elastic Foundation with Support of Vertical Piles Including the Effects of Large Deflection and Horizontal Friction

考虑大变形和水平摩阻力时具有竖桩支撑的弹性地基梁

Based on the beam on elastic foundation method, a new calculation model on a double-row piles retaining structure is proposed.

利用该模型对河北邯郸市某双排桩深基坑支护结构进行了理论计算，并将计算结果与工程实测资料进行了对比分析。

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。

Based on the theory of beam on elastic foundation, authors analysed the mechanical characteristics of the support structure and provided theoretical basis for the parameters determination.

本文叙述了锚梁支护结构的形式和特点，并采用弹性地基梁理论分析了锚梁支护结构的受力特征，为其支护参数的确定提供了理论依据。

The partial beam on elastic foundation model have been used to determine the stress intensity factors K_ ⅰ and K_ ⅱ for such cases.

我们采用了部分弹性基础双梁模型来确定这种情况下的应力强度因子KⅠ和KⅡ。

In this paper, a modified method of analyzing vertical beam on elastic foundation for the calculation of the quay wall of sheet pile is presented.

本文提出了一种板桩墙结构内力和变形计算的改进竖向地基梁法，该方法基于m法计算土抗力，但限制土抗力的极限值不能超出被动土压力。

Use beam on elastic foundation method and continuous medium finite element method to simulate the stress state and the strain state of the shield shaft support structure respectively.

分别使用弹性地基梁法与连续介质有限元法的数值模拟方法来分析基坑工作井支护结构的受力状态和位移状态。

Its mathematical and mechanical model for the internal force of portal double-row piles is established by finite element method and Winkler beam on elastic foundation method.

最后，采用有限元理论和Winkler弹性地基梁方法建立了求解门架式双排抗滑桩内力的力学模型，并应用于某供水工程的边坡加固中。

Basing on the theory of beam on elastic foundation and the features of ring beam retaining structure, a space finite element analysis model built on ANSYS is proposed in the paper.

结合弹性地基梁法和深基坑支护结构中的环梁支护结构体系的特点，提出了基于通用有限元程序ANSYS的空间分析模型。

Though a classic one, the problem of beam on elastic foundation is still in the process of development with the coming forth of new foundation models, new analysis methods and computational means.

虽然地基上梁的分析系经典课题，但由于新的地基模型、分析方法和计算手段陆续出现，故该课题至今仍处在发展之中。

Based on the theory of Timoshenko beam on elastic foundation and its dynamic solution under moving loads, the train-induced reaction forces between ground surface and embankment are calculated.

用弹性地基上Timoshenko梁及其在移动荷载作用下的动力解计算得到地基表面与路堤之间的反力。

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 calculation model of the second period dead load is continuous beam on elastic support.

第二期恒载以及活载，计算模型为弹性支承连续梁模型。

Dynamic Characteristics of Timoshenko Beam Partly Immersed in Water on Coupled Elastic Foundation

部分浸入水中弹性支承Timoshenko梁动力特性船体浸水部分最大宽度

In order to investigate the dynamic characteristics of blade impact to droop stop, a moderate deflection beam model is adopted to deal with the elastic deformations, and the finite rotation is introduced to take account of the rigid motions around hinges.

针对铰接式旋翼桨叶扬起下坠碰撞问题，采用中等变形梁模型，同时引入有限转角模拟桨叶绕铰的刚性运动。

The static calculation of double continuous beam on discrete elastic supports

双层弹性点支承连续梁的静力计算

By using Fourier transformation for space variable, Laplace transformation for time variable and convolution theorem for their inverse transformations, a general solution for dynamical problem of infinite beam on an elastic foundation is obtained.

然后对空间变量和时间变量分别进行Fourier变换和Laplace变换，利用逆变换褶积积分，得到了弹性地基无限长梁一般动力问题的解析解。

A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor. Comparing rigid assumption to elastic assumption, shear error of frame is worked out, which is index of floor rigidity.

从按刚、弹性楼板计算框剪结构的底层中间框架柱剪力误差值的分析入手，建立了一个由弹簧支承的水平深梁的模型。

The upper layer is analyzed by Euler-Bernoulli beam theory and the middle layer by the classical elastic mechanics theory.

面层用Euler-Bernoulli梁理论来分析，中间夹层用经典弹性力学来分析。

analysis of beam elastic- plastic limit under random loading effect

随机荷载作用下梁的弹塑性极限分析