| 1. | Analysis of beam deformation with elastic - plastic large deflection
梁的弹塑性大挠度变形分析 |
| 2. | A vibration of large deflection for rectangle plates on winkler foundation
基础上矩形板的大挠度振动 |
| 3. | 2 . the effect of large deflection on the initial equilibrium configuration is studied
2 .讨论了斜拉桥几何非线性对初始平衡构型的影响。 |
| 4. | An analytic - numerical method for solving rectangular plates and shells with large deflection displacement
一种求解板壳非线性问题的有效解法 |
| 5. | Dynamic response analysis of elastic - plastic thin circular plates under impulse loading with considenration of large deflection
塑性薄圆板的大挠度动力响应 |
| 6. | From the elasticity variational principle , the governing dynamic differential equations of the geometric non - linear beam with large deflection is deduced
摘要通过弹性力学变分原理建立了大挠度非线性梁的控制微分方程组。 |
| 7. | Under selfgravity and secondary dead load , the wide steel box girder cable - stay bridge has a large deflection in transverse
梁宽较大的斜拉桥钢箱梁在自重和二期恒载的作用下，在横桥向有着较大的挠度，在设计中必须予以考虑。 |
| 8. | The characteristics of glass shell of large deflection angle super slim cpt are discussed in this paper , and the mechanism of super slim cpt are also analyzed
本文通过论述大偏转角超薄型彩管的玻壳特点，解析彩管的超薄化机理。 |
| 9. | Only a special kind of the large deflection of truncated shallow revolutionary shells with variable thickness had numerical solution because of intricacy
摘要变厚度开顶旋转扁薄壳的大挠度计算因为复杂，仅见一种特殊情形的数值解答。 |
| 10. | Based on the strain energy equation for the three - dimensional continuum , the finite element formulation for large deflection of three - dimensional beam is developed
本文从三维连续体的应变能出发，推导了空间大挠度梁的静、动力学有限元方程。 |
