| 1. | Effective distribution width concerning cantilever plate with linearly varying depth
关于变厚度悬臂板的有效分布宽度 |
| 2. | A cantilever plate , as an example , was optimized to show the efficiency of the method
算例分析表明所提出的方法是有效的。 |
| 3. | As an example , the frequencies of a composite laminated cantilever plate are calculated
作为例题，计算了复合材料悬臂层合板的频率。 |
| 4. | Analytical studies on the bending of fiber - reinforced cross - ply laminated composite rectangular cantilever plate
正交铺设复合材料矩形悬臂板弯曲解析研究 |
| 5. | Considering the difference of cantilever plate between the end and the middle of the concrete box bridge , the chief influence factor is studied
考虑箱梁端部和跨中悬臂板根部的区别，研究了影响变厚度悬臂根部弯矩的主要因素。 |
| 6. | And the utility skill and the initially drafted three schemes of the sub model in concrete bridge box cantilever plate are analyzed
分析初拟的三种局部精细分析技术实施方案，总结局部精细分析技术在混凝土箱梁悬臂板空间数值仿真中的应用技巧。 |
| 7. | ( 8 ) fem post process is used to review the stress changes in optimized structures . ( 9 ) the numerical results of a cantilever plate and a bicycle structure are given in this thesis
( 8 )对优化结果进行ga ? fem后处理分析，考察结构优化后应力分布的变化，为优化结果的实用性打下基础。 |
| 8. | Being aimed to the irrationality and inadaptability of different calculation methods for wide cantilever plate , study of space numeric simulation analysis about concrete box bridge cantilever plate can be carried out for three dimension solids based on ansys
摘要针对混凝土箱梁悬臂板诸多算法的不合理性，应用大型通用有限元分析软件ansys ，以三维实体单元对混凝土箱梁悬臂板进行空间数值仿真分析研究。 |
