| 1. | Application of semi - analytical solution into consolidation of layered soft clay
半解析法在成层软粘土地基固结问题中的应用 |
| 2. | The semi - analytical method to solve dynamic response of composite cylindrical shell
半解析法求解复合材料圆柱壳的非线性动力响应 |
| 3. | Semi - analytical method
半解析法 |
| 4. | Semi analytical method
半解析法 |
| 5. | Hamiltonian symplectic semi - analytical method and its application in anisotropic electromagnetic waveguide
体系的辛半解析法在各向异性电磁波导中的应用 |
| 6. | Based upon the hypothesis of ideal fluid , it derived out general wave force formulas using semi - analysis method
在理想流体的前提下，采用半解析法推导了波浪力的一般公式。 |
| 7. | Firstly , based on semi - analytical method , the computer code odlcaos for linear consolidation of saturated soil and odncaos for nonlinear consolidation of saturated soil are developed by fortran programming considering the effect of stress history of soil
首先，通过半解析法，采用fortran语言分别编制了求解考虑应力历史影响的单层饱和土地基一维线性固结和一维非线性固结问题的计算程序odlcaos和odncaos 。 |
| 8. | Programmes are made to calculate specific example and the results are compared to other research ' s results . through comparison , the advantages of fppm are presented again . besides that , some results of this paper are theoretically valuable and useful for engineering
通过编制计算程序计算具体算例，并将其结果与半解析法与数值方法计算结果的比较，进一步验证了本方法的实用性以及准确性，同时也得出了一些具有理论意义和工程应用价值的结果。 |
| 9. | 2 . studying the semi - analytic method of plane sluice structure ' s calculation , and developing the corresponding software of calculation analysis and graphics transaction . based on the examples , the feasibility of the research method and the practicability of the developing software are demonstrated
2对平面水闸结构计算的半解析法进行了研究，参与开发了相应的计算分析和图形处理软件；通过实例论证了所研究方法的可行性以及研制开发的软件的实用性。 |
| 10. | The analytical theory for one - dimensional large - strain and non - linear consolidation of soft soils under time - dependent loading obtained herein provides a direct and efficiency tool for the verification of numerical methods used in solving large - strain consolidation problems . moreover , the semi - analytical method and the corresponding computer code developed provide more reasonable theoretical supports for practical consolidation analyses and computations of soft clayey soils
本文在简化假定下给出的考虑变荷载的软粘土一维大应变非线性固结解析解为大应变固结问题各种数值解法的验证提供了直接有效的工具；建立的半解析法和编制的相应程序为实际软粘土地基的固结分析提供了更为先进合理的理论支撑。 |
