displacement model造句
例句与造句
- step-by-step integration method based on gurtin variational principle of displacement model
变分原理的逐步积分法 - 3 . propose a new model of the interaction of the pile and landslide, the displacement model
(3)建立了滑坡体与抗滑桩相互作用的位移模型。 - therefore, there must be a distribution of curvature corresponding displace model . this distribution of curvature of natural mode of vibration, which corresponding to the displacement model, is called curvature model
因此，对应于每一阶位移模态，则必有其对应的固有曲率分布状态，这种与位移模态相对应的固有振型曲率分布状态称之为曲率模态。 - firstly, the theory of compound foundation and pile foundation are summarized in this paper . the finite element, displacement models and computational program are introduced, then how such factors as the stiffness of pile, the ratio of length and radius of the pile & replacement ratio influence the settlement of compound foundation are analyzed . there has the best modulus of pile, the best of the length & replacement ratio and some data have been obtained
首先总结了复合地基和桩基的理论和设计计算方法，对有限单元和位移模式以及有限元计算程序进行了介绍，然后分析了桩的刚度、长径比、置换率等因素对复合地基沉降的影响，证实了带承台复合地基存在最佳桩土模量比、最佳长径比和最佳置换率，并得出了相应的数值可供工程实践参考。 - a new form of parallel robot based on 6-pts mechanism was presented, and its kinematics analysis was given, including displacement analysis, velocity analysis and acceleration analysis . on the base of inverse displacement model, analyzed its workspace and discussed structural parameter's effect on workspace, and developed the kinematics simulation software using vc + + and opengl . finally, optimized its structural parameters with genetic algorithms
首先对该种并联机器人的位移、速度和加速度进行了分析和数据仿真，然后，对工作空间的各截面进行了分析，并讨论了结构参数对工作空间的影响，在运动学反解模型的基础上，利用vc++和opengl开发了6pts并联机器人运动学可视化仿真平台，最后运用遗传算法对结构参数进行了优化设计，以使机构的雅可比矩阵的条件数取得尽可能小的值。 - It's difficult to find displacement model in a sentence. 用displacement model造句挺难的
- research has been carried on the mechanical computation model for the anti-sliding pile, including linearly elastic two-constant foundation model, elastic-plastic foundation model . the details of the finite element have been given and programmed . also, making use of the displacement model, the thesis has analyzed the interacting mechanism of the double-row pile
（4）对抗滑桩的力学计算模型进行了研究，建立了包括弹性双参数地基模型、弹塑性地基模型上抗滑桩计算的具体有限元计算格式，编制了程序；同时应用建立的抗滑桩与坡体相互作用的位移模型，对双排桩之间的相互作用进行了初步分析。 - with a suggested displacement model, this dissertation takes the interaction of soil and piles into consideration and derives an analytical-function of compressive deformation of stabilized layer of composite foundation under embankment . analytical-functions are also derived of frictional resistance between pile and soil and of the pile-soil stress ratio
本文在假设的位移模式下，考虑桩土相互作用，通过力学推导，得到了路堤荷载下复合地基桩侧摩阻力、加固区桩间土压缩量和桩土应力比的解析表达式。