1、

Stiffness matrix of the model and element stiffness was developed.

推导了模型的单元刚度矩阵和各杆件的刚度.

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2、

The whole stiffness matrix of structural system is derived by condensation approach.

分析了结构运动方程,并采用缩聚法建立结构总侧移刚度.

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3、

Penalty element method and derivation of penalty element stiffness matrix are described.

叙述了罚单元法和罚单元刚度矩阵的推导过程.

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4、

After discussing method for integrating stiffness matrix and load embattle, they are integrated with'set-in-right-position'rule.

通过对刚度矩阵及荷载列阵集成方法的探讨, 用“对号入座 ” 的方法得到结构整体刚度矩阵和结构整体荷载列阵.

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5、

Air is assumed as compressible, inviscid and potential, nonlinear stiffness matrix and coupling aerodynamic expression have been deduced.

假定空气是可压缩 、 无粘性和有势的, 推导了薄膜结构的非线性刚度矩阵和空气与薄膜结构耦合作用的气动力表达式.

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6、

The computation of element stiffness matrix is important and time consuming in the finite element method.

有限元单元法是塑性成形领域应用比较广泛的数值分析法之一.

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7、

This paper mainly deals with the secant method used on stiffness matrix.

主要说明割线法在刚度矩阵上的应用.

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8、

What is the feature of general element stiffness matrix?

一般的单元刚度矩阵有什么特点?

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9、

The stiffness matrix of synthetic dual plate-spring interlayer element is deduced.

导出了双层板 ― 性夹层的综合单元刚度矩阵.

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10、

The plastic elemental stiffness matrix was derived by plastic-hinge method.

然后用塑性铰法推导了单元的塑性刚度矩阵.

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11、

A considered shear deformation affect, exactitude multi-segment bar stiffness matrix was deduced by structural mechanics principle.

利用结构力学原理推导得出了考虑剪切变形影响的精确多分段杆单元模型的单元刚度矩阵.

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12、

Ladder finite strip stiffness matrix is derived to Solve the bending problems of boundary conditions.

推导了新型梯形有限条刚度矩阵的计算格式.

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13、

Based on the force-method equation , the stiffness matrix and fixed-end nodal displacement and force vector derived.

在力法方程的基础上,给出了组合梁单元的刚度矩阵、杆端位移向量及杆端荷载向量并建立了刚度方程.

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14、

For geometrical nonlinearity, Updated Lagrangian formulations are adopted to derive the tangent stiffness matrix.

列式法求解切线刚度矩阵来考虑几何非线性.

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15、

The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.

采用连接单元法,考虑连接柔性的影响,推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。

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16、

The general stiffness matrix of beam elements is modified to make it coincide with the actual condition of structure.

对一般的梁元刚度矩阵作了修正,使其更接近结构的实际情况。

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17、

The feature of DDJ data management, the theory of master-slave transformation, the technique of global stiffness matrix assemblage and the formation of external force vectors are described in the text.

文中还叙述了DDJ程序中数据管理的特点,主从关系转换的理论,总刚度阵拼装的技巧和方程右端项的形成办法。

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18、

Formulae which couple the TWF method with FEM were given based on the stiffness matrix derivative method and Gauss-Chebyshev Quadrature.

本文将热权函数与有限元法直接耦合,给出了基于刚度阵导数法和Gauss-Chebyshev积分的热权函数计算格式。

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19、

The stiffness matrix was concretely expressed with subsection functions and little parameter, and the system differential function could be simplified into some isolated eigen-function.

将系统位移分为静位移和动位移,用分段函数及小参数表示系统刚度矩阵,导出了系统正则化微分方程。

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20、

An untraditional numerical integration scheme, i.e., Chebyshev points quadrature ( CPQ), is suggested by us to form the elemental mass matrix and stiffness matrix.

一种由我们提出的,不常用的数值积分方案,即切比雪夫点积分方案(CPQ),被用来生成单元质量矩阵和刚度矩阵。

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