结点位移的英文

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用"结点位移"造句

displacement of joint

结点: knot; nodal point; node; cru ...
位移: displacement; shift; drift; ...
标记点位移: marker pip displacement; pip displacement
标志点位移: marker pip displacement
操纵点位移: bettigungspunktverschiebung operating point displacement

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例句与用法

The relation between deformation of bar under normal force and node displacement is analyzed and applied to setting up compatibility equations of deformation for statically indeterminate problems
摘要分析了轴向拉压杆件的变形与杆端结点位移之间的关系，并将其应用于拉压超静定问题变形协调方程的建立。
S . consideration of interaction on the nonlinearity about the material , the geometry , and the boundary of the columns subject to axial force . biaxial hending , and torsion , an analytical model of hysteretic curve of columns is presented , based on the sectional cross - sectional discrete yieldsurface inodel , the bond slip in anchorage zones regarded as the boundary nonlinearity of a memher . and the iterative procedure of displacement of inner nodes on the basis of the hamonization of displacement
5 、根据构件分段截面离散的屈服面模型法，把锚固区粘结滑移看成构件的边界非线，以及基于位移协调的内结点位移迭代法，建立了能考虑构件压（拉）、双弯、扭的材料、边界、几何非线性相互影响的柱空间滞回曲线分析模型。
Abstract : based on the fundamental theory of computation of the cable - prestressed steel trusses established in paper 1 , the iterative perturbation formulas which inversively determine the stiffenesses of elements of steel trusses and cables with the restraint of vertical displacements of the truss are put forward on matrix perturbation principle
文摘:基于文1所建立的拉索式予应力钢桁架基本计算理论，根据矩阵摄动原理进一步给出了以竖向结点位移为约束反演确定任意布索张拉予应力钢桁架单元刚度和拉索刚度的摄动迭代公式。
In the paper the characteristics and dividing methods of cells , as well as some relevant computer programmes are given , which have proved to be correct by several examples of structures of bar system the calculation of the new method is simpler because it need not form the global stiffness matrix that is necessary in fem , and solve the boundary problems of partial differential equations
在此基础上给出杆系的细胞自动机模型、单元划分方法、单元特性和演化规? ?则。并列出了该方法的计算步骤。通过数值计算分析，验证了该方法的正确性，算例表明该方法对结点位移和杆内力收敛速度较快。
Cellular automata was applied to solve mechanical problem of plane truss , and the feasibility of which was discussed in this article . the characteristic of cell and the way of dividing cell were studied while presenting a program and its frame chart . the work load of the new method was not much because it neednt form a partial differential set or a general finite element robustness matrix . numerical computing results show that the new method has a rapid speed of convergence to nodal displacement and internal force of element , so it probably has a good prospect in solving solid mechanical problems
尝试用细胞自动机作平面桁架力学分析，探讨了该方法的可行性.给出元胞的划分方法和特性，列出计算框图并编制了相应的程序，由于不必形成结构的偏微方程集或有限元的总体刚度矩阵，计算工作量小.算例表明，该方法对结点位移和杆内力的收敛速度均较快，是一种分析固体力学问题有前景的新方法

结点位移的英文

例句与用法

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