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1)  tangential stiffness matrix
切向刚度阵
2)  shear stiffness
切向刚度
1.
Revised by Fish language, the normal stiffness and shear stiffness of interface element in FLAC3D were translated into creep functions of time, and the creep model for rock mass was realized in numerical analysis when considering normal creep of rock joint plane.
采用Fish语言对FLAC3D软件中的Interface单元进行修正,将Interface单元的法向刚度和切向刚度转化为时间的蠕变函数,便可得到在数值分析中考虑节理面法向蠕变的节理岩体蠕变模型。
3)  transverse force stiffness
切向力刚度
1.
The amplitude ratios of different reflected and transmitted waves were obtained for an imperfect boundary,and deduced for normal force stiffness,transverse force stiffness and perfect bonding.
得到不完全边界上不同反射波和透射波的振幅比,并导出法向力刚度、切向力刚度和完全粘接时的振幅比。
4)  tangent stiffness matrix
切线刚度矩阵
1.
New tangent stiffness matrix for geometrically nonlinear analysis of space frames;
一种用于空间框架结构几何非线性分析的切线刚度矩阵(英文)
2.
Principle of stationary incremental potential energy and formation rules of tangent stiffness matrix;
势能增量驻值原理与切线刚度矩阵的解构规则
3.
In order to solve the problem of rigid anchor connection when using catenary cable element, based on the tangent stiffness matrix of two-node catenary cable element deduced with catenary equations, a more exact expression of tangent stiffness matrix is derived for two-node catenary cable element with arbitrary rigid arms.
为解决应用悬链线索元时锚固点的刚性连接问题,在应用悬链线基本方程导出的两节点悬链线索元的切线刚度矩阵基础上,推导出两端带任意刚臂的两节点精确悬链线索元的切线刚度矩阵显式表达式,并且分析了考虑索元初次张拉和成形使用两种条件下切线刚度矩阵的迭代求解技术。
5)  tangential stiffness matrix
正切刚度矩阵
6)  vertical stiffness matrix
竖向刚度矩阵
1.
Calculation of vertical stiffness matrix of frame structures subjected to vertical earthquake action;
竖向地震作用下框架结构竖向刚度矩阵的计算
补充资料:切向力
物体作曲线运动时,在其轨道切线方向上所受到的力。它使物体获得切向加速度。如平抛运动中,重力的切向分力将产生切向加速度,使物体的切向速度逐渐增大。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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