| 1. | Element stiffness matrix and nodal load matrix of circular beam 曲梁的单元刚度矩阵和节点荷载列阵 |
| 2. | Element stiffness matrix for curved bars with symmetricvariable cross - section 对称变截面平面曲杆的单元刚度矩阵 |
| 3. | Element stiffness matrix 单元刚度矩阵 |
| 4. | Comprehensive element stiffness matrix of two kinds of second order effects in frame column 框架柱两类二阶效应的综合单元刚度矩阵 |
| 5. | Element stiffness matrix analysis of rectangular section members with the height of linear variation 高度线性变化的矩形截面杆的单元刚度矩阵分析 |
| 6. | Analysis of element stiffness matrix about bars with rectangular cross - sections and linear variation of height 高度线性变化的矩形截面杆单元刚度矩阵分析 |
| 7. | Stiffness matrix of member of plane steel frame with shear deformation of joint - panels taken into account 建立考虑节点域剪切变形的平面钢框架单元刚度矩阵 |
| 8. | The study on the segment element stiffness matrix by energy - variational principle with considering shearing deformation 能量变分原理推导考虑剪切变形的梁单元刚度矩阵 |
| 9. | The discussion on calculation of reinforcing bars in varied cross section by the element stiff matrix of the tapered member 楔形杆单元刚度矩阵计算特殊变载面构件配筋的探讨 |
| 10. | This paper analyzed from theory on the rigidity matrix transformation problems of the combination unit of plate unit and entity unit 摘要从理论上分析了板单元实体单元相结合的单元刚度矩阵转化问题。 |