在几何非线性范围内给出了协调方程。
The compatible equations were given in geometrical nonlinear range.
我们已经把协调方程写成了极坐标的形式。
We have written the compatibility equation in a form that corresponds with the polar geometry.
并用加权法推广到一般情况下驱动速度的分配的协调方程。
Using weight distribution method are set also the equation for common situation inthe rear part of the paper.
基于弹性理论，以试凑法求解一组接触面间位移的协调方程。
Based on the elastic theory, a set of matching equation of the contact displacements is solved by the trial and error method.
分布式算法通过其边界协调方程来修正边界节点估计值，从而保证了计算的精度。
The DSE method modified the results of the boundary buses by the coordinate function, thus it ensures the calculating precision generally.
为此，建立了基于影响系数的协调方程和能量最优解析方程，使拉力分布的最优解呈显式表示。
Thus, based on effect coefficient harmonic resolution and energy optimal resolution equation are established, which is shown by very simple expression.
基于经典的层合板理论及板的大挠度基本假设，得到四边简支层合板的非线性运动方程及变形协调方程；
On the basis of classical lamination theory and large deflection hypotheses of plate, the equilibrium and compatibility equations of simply supported composite laminated plates were obtained.
提出了大行程柔性铰链基于刚度方程的弹性模型，采用刚度组集的方法并通过建立协调方程，构建得到整体系统的刚度模型。
The elastic model based on the stiffness equation is presented, and the stiffness model of the whole structure is constructed via the stiffness assembly and coordination equation.
为此利用斜拉索外形与索力的协调方程，提出了一种适合斜拉索非线性分析的状态修正法，并由算例证明了此法的正确性、实用。
By using the harmonic equation of the tension and shape of stay cable, a state revision method is presented for the nonlinear analysis of stay cable in this paper.
并以桩土应力比为纽带分析桩与桩间土体中应力应变的关系，确定桩体复合地基的竖向变形协调方程，介绍了复合地基的变形与稳定性分析方法。
Analyzed the stress-strain relation of pile and soil by the stress ratio, deduced the vertical deformation and harmony equation, introduced the analysis means of deformation and stabilization.
在假定桩土接触面不产生滑移的条件下，确定在桩基础沉降过程中与能量守恒定律等效的位移协调方程，并在此基础上建立了一种新的单桩沉降计算方法。
Assuming no slippage occurred on the interface between pile and soil, an equivalent equation of displacement coordination is obtained to constitute a new method calculating settlement of single pile.
考虑到索穹顶结构属于动不定结构体系，文中还对动不定体系的求解过程进行了详细的推导，同时采用建立在大变形基础上的变形协调方程来求解结构体系的有限机构位移。
As the cable dome is a kinematically indeterminate system, its solving process is also derived in detail and the equations, which are based on large distortion, are adopted to solve the problem.
应用最近建立的解析板形方程推出板形最佳轧制规程和板形板厚协调控制新方法。
The shape optimal rolling schedule and new method of shape and gauge coordination control which inferred from the new built analytic shape equation have been achieved.
从基础与地基变形协调条件出发，考虑地基梁的扭转影响，导出了地基梁的扭转刚度方程。
Based on deformed coordination of soil-foundation, considering torsion of foundation, stiffness equation is given.
本文将转臂轴承视为弹性环节建立并提出适合于这类传动的变形协调普遍方程。
In this thesis, the equations have been set up through treating bearings of rocker arm as elastic component.
然后再用LISREL软件检验模型的效度，得出最终的综合交通协调结构方程模型。
Then the paper obtains the final synthesis transportation coordinated structural equation model by USES LISREL software to exam the validity of model.
由于状态方程中的诸力学量正好是叠层壳的层间必须协调的应力和位移诸量，因此该文方法便于求解叠层结构。
Because all mechanical quantities appearing in the state equation are just the compatible quantities at the interfaces, the presented method is extremely convenient for solving the laminates.
从等距型面轴曲线轮廓特点出发，研究了等距型面的曲线方程，尝试对磨床进行改装，给磨床安装一附件进行合理的运动分配，使工件与刀具完成协调运动，加工出等距型面轴。
We try to refit grinding machine and install an attachment which can do reasonable distribution of the movement so that workpiece and cutting tool complete coordinated movements.
结果表明基于分解协调的人工鱼群算法收敛性好，提高了计算速率，较好的解决了作物优化配水大系统中常见的变量维数高、约束方程多等问题；
In the result, the artificial fish school algorithm based on decomposition and coordination method shows its advantages on computing speed, convergence and solving dimension difficulty.
针对Z向升降运动二级传动机构的协调控制问题，提出了摆线方程的机构运动切换策略和单神经元自适应PID 控制方法。
The second is Single Neural Adaptive PID Control which is adopted to realize coordinative control of two motors running for elevating motion in direction Z.
提出对求解常微分方程的各种数值算法，可以建立与之相协调的多时次差分格式。
In this paper, a harmonized multi time difference scheme is established, which can be easily constructed on any numerical difference scheme of ordinary differential equations.
本文根据桩土变形协调关系，提出疏桩基础沉降计算的二元联立方程组。
Through the coordinate deformation between soil and piles, this paper suggests that the dualistic simultaneous equations are used in solving the settlement for the sparse piled foundation.
利用内边缘嵌固圆盘模型修正了支承点处的方程，并使用等效剪力实现了板边缘的位移协调条件。
A circular model with an inward fixed flange was used for the support points, with a general shear force introduced to realize the constraint conditions at the hinges.
随后，基于虚功原理、变形协调条件和本构关系，推导了块体动力系统的控制方程组。
And then the governing equations of the block dynamic system are deduced on the basis of the virtual work principle, the deformation compatibility condition and the constitutive relations.
本文提出了一个用边界积分方程——边界元法解克希霍夫平板弯曲问题的协调方案。
In this paper the kirchhoff plate bending problems have been solved by Boundary Element Method.
在各向异性条件下，讨论了双曲型方程的一类非协调有限元逼近，给出了半离散格式下的最优误差佑计。
A class of nonconforming finite elements are applied to hyperbolic equation with semidiscretization on anisotropic meshes, the optimal error estimates are derived.
在各向异性条件下，讨论了双曲型方程的一类非协调有限元逼近，给出了半离散格式下的最优误差佑计。
A class of nonconforming finite elements are applied to hyperbolic equation with semidiscretization on anisotropic meshes, the optimal error estimates are derived.
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