| 1. | On the classification of elastic foundation beams with finite length
关于有限长弹性基础梁的分类 |
| 2. | Beam on elastic foundation
弹性基础梁 |
| 3. | Admittance power flow of flexible foundation vibration isolation system based on four - end parameter analysis
基于四端参数分析的弹性基础隔振系统的导纳功率流 |
| 4. | Applying weighted residual methord to analyze the plastic dynamic response of a simple circular plate on elastic foundation
用加权残值法分析弹性基础上简支圆板的塑性动力响应 |
| 5. | Analyzing the physical meaning of y which is the coefficient of bending differentiating equation , the effect of y on stress modification coefficients is considered , when the value of y is more than 1
在分析弹性基础梁弯曲微分方程中系数物理意义的基础上，讨论了取值范围不同对应力的影响，并推导了当1时应力修正系数的公式。 |
| 6. | Considering the elasticity of the foundation , the author uses the same integral transform method and analyses the presence of the pore water and the effect of the rigidity of the foundation on the dynamic response of the foundation
对于饱和地基上弹性基础的扭转振动情况，本文采用同样的方法分析了半空间孔隙水的存在和基础刚度对动力响应的影响。 |
| 7. | The article has applied the weighted residual method and laplace changing to analyze the plastic dynamic response of a simple circular plate , the influence of elastic foundation on it and drives its residual deflection and the terminal time
摘要应用加权残值法和拉普拉斯变换，分析弹性基础上简支圆板的塑性动力响应问题，弹性基础对薄板塑性动力响应的影响，并且给出板的残余挠度和终止运动时间。 |
| 8. | Take 5 - ton forging hammer for example , by carrying out the process of optimal design , the result proves that the force transfer ratio of the optimal design project declines 22 . 9 percent compared to its original project , and other indexes are more reasonable , which provides theoretical foundation for automatic design of elastic foundation of forging hammer
以5t模锻锤弹性基础为例进行了优化设计，结果表明优化设计方案的力传递率比原方案下降22 . 9 % ，其他指标也更加合理，为实现锻锤弹性基础设计过程自动化提供了理论基础。 |
| 9. | As regards to the spheric thin shell structure under external hydro static pressure , basing on flat - plate theory and by using basic von karman equations for large deflection , the equilibrium problem of axisymmetric bending of the spheric shell under uniform external pressure is simplified to an equilibrium problem of bending of elastic basic flat - plate and further converted into an equilibrium problem of beam on elastic fundation taking into consideration of the deformation characteristics
对球形薄壳结构随静水外压的情况，应用平板理论中的vonkarman大挠度基本方程，将球形薄壳在均匀外压下的轴对称弯曲平衡问题简化为弹性基础平板的弯曲平衡问题，进而再根据变形特点将其转化为弹性基础梁的复杂弯曲平衡问题。 |
