和变形矩阵-需要它的所有一起和多一些。
最后一个方法是允许直接对变形矩阵作修改。
The final transformation methods allow modifications directly to the transformation matrix.
如果任意一个参数是无限大，变形矩阵也必须被标记为无限大，否则会抛出异常。
If any of the arguments are Infinity the transformation matrix must be marked as infinite instead of the method throwing an exception.
本文详细地分析了囊体结构的非线性变形过程及刚度矩阵出现奇异的原因；
This paper analyzes the nonlinear deformational process of the envelop structure and the cause of stiffness matrix singularity in details.
提出了考虑剪切变形时变截面梁弯曲和稳定计算的传递矩阵法。
The transfer matrix method for the bending and stability of the variable section beams with shear deformation is presented.
在有限元法推导方程的过程中，考虑到拉索大变形的应变表达式，求得它的几何刚度矩阵和弹性刚度矩阵。
While deriving the finite element equation, get the cable's strain formula considering the big distortion, get its geometry rigidity matrix and elastic rigidity matrix.
本文推导了柱单元受大轴力和单元变形过大两种情况下的单元几何刚度矩阵。
In this paper, a improved geometric stiffness matrix of a column element considering axial force-lateral displacement effects is derived.
多层框架结构侧向变形主要为层间剪切变形，其刚度矩阵常采用层间剪切模型；
The lateral deformation of multistory frame structure may mainly be shearing displacement between stories, and shearing model between stories may frequently be adopted in analysis of rigidity matrix.
结合示例介绍了用动态坐标法直接计算薄壁构件的空间变形，并将其用到弯心不共线的薄壁梁的计算分析中，给出了相应的单元柔度矩阵和力法求解过程。
The thin-walled element with different shear-centers on one section is analyzed and calculated by this method as well, then, the element flexibility matrix is presented.
详细地说明了在不同情况下辅助系统的处理方法，通过矩阵运算推导了矩阵热平衡方程的两种变形形式。
The management method about auxiliary system in different condition is explained in detail. The two deformed matrix thermal balance equations are proved in this essay.
结合示例介绍了用动态坐标法直接计算薄壁构件的空间变形，并将其用到弯心不共线的薄壁梁的计算分析中，给出了相应的单元柔度矩阵和力法求解过程。
In this paper, the calculation of the space deformation of thin-walled element by "dynamic coordinate method" is explained in detail through an example.
本文从节理化岩体弹性变形能角度导出了含一组节理的岩体的弹性柔度矩阵。
Based on the strain energy consideration, this paper derives a elastic compliance matrix for rock masses with one set of joints.
所得到的刚度矩阵表明，只有当忽略翘曲变形对截面转角的影响时，轴向拉压才只与水平弯曲及竖向弯曲相耦合，而与约束扭转不再耦合。
It is shown that, when the effect of warping on rotation Angle is neglected, tension (or compression) is only coupled with horizontal bending and vertical bending instead of constrained torsion.
在中等变形梁的基础上引入增广转换矩阵，为解决桨叶动能项推导编程计算较为复杂的问题，建立了一种新的递推计算方法。
Based on the concept of basic internal force and generalized constraint matrix, a new method was proposed for calculation of the internal force of truss structures.
有关矩阵和变换的更详细的讨论，请参见坐标系统和变形。
For a more detailed discussion of matrices and transformations, see Coordinate Systems and Transformations.
参考一般梁单元矩阵推导过程，考虑了梁单元的剪切变形，推导出空间梁单元刚度矩阵。
Reference to the derivation of the general beam element matrix, taking into account the shear deformation of the beam element, it is derived spatial beam element stiffness matrix.
推导同时考虑弯曲变形和剪切变形时的群桩刚度矩阵，采用分别计算各子结构阻尼的方式来考虑整个结构的阻尼，并采用等效线性化原理来考虑土体的非线性。
Stiffness matrix of the piles was given, including bending and shear deformation effects. The damping of the entire structure was calculated using the damping of each of the sub-structures.
根据静力平衡及变形协调条件建立起广义两端的力学量和变形置的递推矩阵和广义结点的力学量和变形量的递推矩阵。
Based on the conditions of stresses and displacements coordination, a same-story transfer matrix and a next-story transfer matrix are developed.
提出基于组合计数原理的递归算法，用于多模块变形机器人的非同构构形的计数，并根据构形矩阵对对机器人的对称构形进行判断。
According to combination principle, recursive algorithm has been proposed to enumerate and decide the non-isomorphic configurations and non-isomorphic symmetry configurations.
针对宏微进给系统，利用弹性铰的微变形原理设计了宏微系统中的微动台。采用最小位能原理推导出一般弹性铰的二维刚度矩阵；
For the system of macro micro-feed table, a micro-feed table in macro-micro dual system was designed by using of flexure hinge.
针对宏微进给系统，利用弹性铰的微变形原理设计了宏微系统中的微动台。采用最小位能原理推导出一般弹性铰的二维刚度矩阵；
For the system of macro micro-feed table, a micro-feed table in macro-micro dual system was designed by using of flexure hinge.
应用推荐