| 1. | Capacity reduction factor , strength reduction factor
强度折减因子 |
| 2. | The problems of strength reduction fem in safety factor
有限元强度折减理论求安全系数及存在的问题 |
| 3. | Strength reduction factor
强度折减系数 |
| 4. | Study on slope failure criterion based on strength reduction and gravity increase method
基于强度折减和重度增加的边坡破坏判据研究 |
| 5. | Numerical analysis for bearing capacity of undrained two - layer clays by fem with strength reduction
不排水双层粘土地基承载力的强度折减有限元分析 |
| 6. | Analysis on soil nailing parameter optimization through orthogonal finite element strength reduction experiment
土钉支护参数优选的正交有限元强度折减试验分析 |
| 7. | The formula of reduced shear strength coefficient of rc beams with inclined cracks is put forward to according to the test data
根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。 |
| 8. | Based on shear stress - strain relation of soft soil , an approximate solution to the coefficient of subgrade reaction in elastic stage is proposed
在对软土流变研究的基础上，采用抗剪强度折减的方法在基坑工程中考虑流变的影响。 |
| 9. | The analysis of slope stability by using strength reduction fem in software ansys . the safe coefficient and the glide of the slope is base on the judge criterion of the development of the plasticity area
采用有限元分析软件ansys ,结合了强度折减理论,在基于塑性区开展的评判标准下,对边坡体的稳定性进行模拟分析。 |
| 10. | Moreover , based on routine research method on abutment stability , non - linear finite element shear strengthes reducing by step iteration method is put forward in this paper , which is also applied in the analysis of abutment stability of tengzigou arch dam successfully
在此基础上，介绍了非线性有限元强度折减迭代解法，探讨了复杂地基上拱坝整体稳定安全度的评价方法，并应用于藤子沟拱坝稳定安全度评价。 |
