您要查找的是不是：
- The tangent stiffness matrix is obtained from the engineering strain and the principle for determining the limit point and bifurcation point is given. 由工程应变推导出几何非线性的切线刚度矩阵,并给出判断分歧点与极限点的准则,最后用一数值例题说明该方法的分析过程。
- The paper deduces tangent stiffness matrix and set up geometrical nonlinear model of construction control calculation of the cable-stayed bridge. 推演了索单元的切线刚度矩阵,建立了斜拉桥施工控制计算的几何非线性模型。
- Tangent Stiffness Matrix of Space Cable Element 空间索单元的切线刚度矩阵
- asymmetric tangent stiffness matrix 非对称单元刚度矩阵
- symmetric tangent stiffness matrix 对称的切线刚度
- Tangent Stiffness Matrix of Spatial Fold-cable-element 空间折索单元的切线刚度矩阵
- Elasto Plastic Tangent Stiffness Matrix of Three Dimensional Beam Elements 三维梁单元的弹塑性切线刚度矩阵
- 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
- 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
- tangent stiffness matrix 切线刚度矩阵
- 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。
- 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。
- An element tangent stiffness equation was derived based on the secant stiffness equation of stability function elements with shear deformation effects considered. 以考虑剪切变形影响的稳定函数单元的割线刚度方程为基础,导出了单元切线刚度方程。
- The study of the stiffness matrix and dynamic characteristics on the DTCS. 3.;大底盘双塔楼连体结构刚度矩阵、动力特性的研究。
- A calculation method for flexible supporting system with large displacements and deformations is developed so as to determine the tangent stiffness and internal stress vector. 柔性支承体系在设计时必须采用可以考虑几何非线性的计算程序进行设计。
- The stiffness matrix of the assemblage of elements is then generated in the same way as in the case of frames. 然后，按框架情况的相同方法建立诸单元组合体的刚度矩阵。
- This combination process is called the assemblage of stiffness matrices. 这种组合的过程称为刚度矩阵的装配。
- Based on the force-method equation, the stiffness matrix and fixed-end nodal displacement and force vector are 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。
- Iterative correction algorithm to preserve sparsity of the stiffness matrix was proposed. 提出了一种迭代修正算法，可保持反演结果的稀疏性；
- In deducing the stiffness matrix of members,the forming of the equivalent shear module is described in detail. 在推导单元刚度矩阵时，着重阐述了压型钢板等效剪切模量的形成。
