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1)  total stiffness matrix
总体刚度矩阵
2)  local/global stiffness matrix
局部/总刚度矩阵
3)  general stiffness matrix
总刚矩阵
4)  assembled stiffness matrix
整体刚度矩阵
1.
Technique for integrating an assembled stiffness matrix of rectangular rigid frame with side displacement;
有侧移的矩形刚架整体刚度矩阵的集成技巧
2.
As for the structure of axial deformation,it costed huge computation when calculating the element stiffness matrix and the assembled stiffness matrix under the global coordinate system of the structure by using the methods of coordinate change and local integration for element localization vector.
通过理论推导,提出了由矩形刚架局部坐标系下的单元刚度矩阵直接得到整体坐标系下的单元刚度矩阵的公式,介绍了矩形刚架局部坐标系下的单元刚度矩阵直接集成整体刚度矩阵的快速方法,该方法能有效提高矩形刚架刚度矩阵的计算效率。
5)  stiffness matrix
刚度矩阵
1.
Effect of structural vibration model and stiffness matrix on earthquake response;
结构振动模型和刚度矩阵对地震响应影响研究
2.
Analysis of behaviours of Rayleigh waves by stiffness matrix method;
瑞利波特性刚度矩阵分析方法
3.
Element stiffness matrix and modified coefficients for circular steel tubes with tapered ends;
双锥型圆钢管的单元刚度矩阵及修正系数
6)  Rigid matrix
刚度矩阵
1.
Discussion on the structural vibration model and rigid matrix of elastic-plastic time history analysis
弹塑性时程分析中结构的振动模型及刚度矩阵
2.
The elasto-plastic rigid matrix of three- dimensional beam element is deduced,It realizes elastic-plastic dynamic analysis of the real three- dimensional concrete-filled steel tubular arch bridge.
利用弹塑性理论建立了钢管混凝土三维梁单元动力分析的弹塑性刚度矩阵,从而实现了钢管混凝土拱桥结构的真三维弹塑性时程分析。
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