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displacements相关的网络例句

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与 displacements 相关的网络例句 [注:此内容来源于网络,仅供参考]

A "time-dependent relaxation" method is proposed to accurately implement given photospheric footpoint displacements and force-free conditions. The method is applied to analyzing the energy buildup of coronal magnetic fields, and the numerical results confirm the Aly conjecture (the magnetic energy of the force-free field is bounded above by the fully-open field energy), and extends it from fully-open to partially-open force-free fields.

提出计算无力磁场的"时变松弛"方法,能精确实现光球足点位移和无力条件;采用该方法分析日冕磁场的剪切储能,验证了Aly猜想(无力场磁能以全开放场磁能为上限),并将该猜想由全开放无力场推广至部分开放无力场。

CA set of functions is chosen to define uniquely the state of displacement within each 'finite element' in terms of its nodal displacements.

c一套的 functions被选择独一无二地定义在每一'finiteelement'以内按照它的节的取代取代的状态。

Firstly, the modified H-R variational principle for elastic material was briefly presented, then the quadratic interpolation functions were used to express the out-plane stresses and displacements variables, consequently the formulation of 8-node isoparametric element for Hamilton canonical equation was derived in detail.

首先简要地介绍了弹性材料修正后的H-R变分原理,然后用二次插值函数表示平面外应力和位移变量,并详细地推导了Hamilton正则方程的八节点等参元列式。

As shown in analytical calculation, the predicted ground displacements are in good agreement with the measured values; and this method is applicable for the clayey soil from flow-plastic state to stiffness state.

算例分析表明:所给出方法的计算结果与实测值较吻合,适用于从流塑~坚硬状态的所有黏性土。

The some basic methods in composite mechanics are introduced,and relative formulations are derived.Maximum stress criterion,Maximum strain criterion,Hill criterion and Cai-Wu criterion are showed.The solid model of level-stability-panel is built by CATIA software,its finite element model by PATRAN/NASTRAN software.Through finite element analysis,the stresses and displacements of level-stability-panel are obtained.In order to analyze the strength of asingle part of level-stability-panel,the software CLOP is developed.The process of taking the data from NASTRAN's results and importing them to CLOP is showed.The strength of back wall of lev el-stability-panel is calculated by CLOP.

论文叙述了复合材料力学分析的基本方法,并推导了相应的计算公式,给出了几种常用的强度准则;利用CATIA软件对某型直升机的平尾进行实体建模,然后在PATRAN/NASTRAN软件中读入该模型,形成了有限元分析模型,并进行有限元分析,获得了平尾的应力云图和位移云图;为了对平尾的局部复合材料结构进行强度分析,开发了CLOP程序;从平尾结构中取出后樯作为强度分析的对象,表示了从NASTRAN分析的结果到CLOP程序输入的方法,计算出了后樯的强度数据。

Finally, a closed form solution of additional displacements is obtained by the principle of minimum potential energy.

最后,应用最小势能原理确定位移幅值的闭合解。

This paper made displacement calculation and analysis adopting beam3, beaml88 units through ansys software, then compared the displacements of upper steel frame of mixed-layer structure and single story workshop under different loads and established the reasonable domain of displacement coefficient about mixed-layer structure, thus provided references and basis for the design of such structure.

针对一种新型结构即混凝土与钢结构混合而成的结构一混层结构,通过ansys软件,采用beam3、beam188单元对此新型结构进行位移计算及分析,并通过在不同荷载工况下混层结构的上层钢架位移与单层厂房的钢架位移进行比较分析,确定混层结构位移影响系数的合理范围,为此类结构的设计提供参考依据。

Based on the Winkler's foundation model and deformation compatibility condition of pile and soil, the horizontal displacement control equation of a single pile is established. According to the differential relations between the internal forces and displacements, the two-stage method is adopted to solve the equations.

针对此类问题,基于Winkler地基模型以及桩-土变形协调条件,建立单桩水平位移控制方程,根据内力与位移的微分关系,采用两阶段方法进行求解。

Based on the static balance among the pile and soil, the basic differential equations of the displacements of the pile and soil were deduced. Considering the compatibility condition of stress and strain , based on the vertical deformation of pile and pile-surrounding soil, the analytical formulas calculating the pile friction were drew.

本文通过建立复合地基中桩体和桩周土的基本微分方程,考虑应力协调条件,假设桩周土的位移模式,在此基础上推导出桩侧摩阻力和桩身轴力的解析式,并进一步研究相关影响因素。

The model used did not allow displacements in the x-axis direction on the face of the concrete block.

所用模型不能在混凝土砌块表面x轴方向上产生偏移。

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