| 1. | Test method for strength of individual stone anchorages
检测板材挂件组合单元挂装强度试验方法 |
| 2. | A plate - beam composite element suited to calculate through steel - truss composite bridges
一种适用于下承式钢桁结合桥计算的板梁组合单元 |
| 3. | A brick - beam combination element for three - dimensional finite element analysis of reinforced concrete structures
钢筋混凝土结构空间有限元分析的体梁组合单元 |
| 4. | Test methods for natural facing stones part 7 : test method for strength of individual stone anchorages
天然饰面石材试验方法第7部分:检测板材挂件组合单元挂装强度试验方法 |
| 5. | Furthermore the climate active fa ? ade can be constructed by chinese fa ? ade companies without any problems since the singular elements of this fa ? ade are standard glass constructions
另外，由于该主动式气候调节外立面的组合单元是规范的玻璃结构，所以国内公司完全能够毫无问题的进行组装。 |
| 6. | In order to consider the geometrically nonlinear behavior of suspension bridge structure , the tangential stiffness matrix of the assembled element and that of the spatial bar element were formulated
根据等参单元的大变形理论，推导了组合单元的切线刚度矩阵，以适应悬索桥的几何非线性分析。 |
| 7. | Secondly , the finite element models of the three dampers are constructed based upon the test , and the combined element stiffness matrix of damper - bracing system is deduced
本文然后在试验的基础上，分别建立了三种阻尼器的有限元模型，并在力学模型的基础上进一步建立了耗能阻尼器与支撑的组合单元刚度矩阵。 |
| 8. | In the paper , friction energy dissipation is discussed mainly . using nonlinear spring element and combination element , the finite element model of friction energy dissipating brace frame is established
本文针对摩擦耗能这一减震形式进行讨论，采用非线性弹簧单元、组合单元建立摩擦耗能支撑框架结构的有限元模型。 |
| 9. | Finally , the paper introduces particularly the “ scm ” demodulation and magnifying module based on collectivity scheme . the “ 0 / ” phase shifter of “ scm ” demodulation module adopts the new technology , whose precision is much better than it of the resemble productions
最后,在总体方案的基础上,详细介绍了该遥测接收系统中的scm调制与低噪声放大器组合单元。 |
| 10. | The consistent mass matrix for the assembled element was derived to transform the dynamic equation to the generalized eigenvalues problem that can be solved using the inverse iterative method . moving frequency technique was also adopted in the calculation
本文还推导了组合单元的一致质量阵，将动力学方程转化为广义特征值问题，用逆迭代法求解，并在计算中采用“移频”技术，对润扬悬索桥和青马大桥进行了振动计算。 |
