| 1. | Buckling of thin cylindrical shells under uniform axial compression
均匀轴压圆柱薄壳的稳定性分析 |
| 2. | Dishing reinforced shell ' s approximation calculation under symmetric load
轴对称荷载下加筋碟形薄壳的近似计算 |
| 3. | Analysis of magneto - elastic stress and deformation in thin current - carrying spherical segment shell
载流球台薄壳的磁弹性应力与变形分析 |
| 4. | Nonlinear buckling of imperfect sandwich cylinders with orthotropic faces under axial compression
具有轴对称初始缺陷的正交各向异性夹层圆柱薄壳的非线性稳定性分析 |
| 5. | 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。 |
| 6. | It is well known that the construction of plate bending element is essentially more difficult than that of plane elasticity for the reason that the former has to meet the requirement of c1 continuity
由于c ~ 1连续性要求，薄板、薄壳的有限元构造比之平面弹性存在本质上的困难。 |
| 7. | Based on structure calculation of the pool wall , the top - cover of thin brick shell , pull beam and base plate of underground round - arch single - well - head thin brick shell , the paper proves that such a structure can bear load well and safely
摘要通过对地下圆拱式单井口砖薄壳的池壁、砖薄壳顶盖及拉梁和底板进行受力分析和结构计算，阐明了该种结构是一种受力合理、安全可靠的结构。 |
| 8. | With cubic b - spline function taken as trial function , the solution of nonlinear stability of a revolving shallow shell with arbitrarily variable thickness was obtained by the method of point collocation in order to solve the convergence of a shallow shell with big rise
摘要为解决计算矢高特大的扁壳的收敛问题，以三次b样条函数为试函数，用配点法计算了任意变厚度的旋转扁薄壳的非线性稳定。 |
