| 1. | Analysis of beams and slabs on elastic foundation
浅基础谈弹性地基梁板分析 |
| 2. | Elastic foundation beam
弹性地基梁11 |
| 3. | A numerical simulation method to solve the beam vibration problem on elastic foundation
一类弹性地基梁振动问题数值模拟方法 |
| 4. | In the paper , based on the winkler ' s hypothesis , discuss the groundsill ' s internal forces
对地梁的内力计算提出按winkler弹性地基梁理论进行分析。 |
| 5. | The computational method investigated in this paper can also be validated through the experiment
通过试验，可以验证本文研究的地基梁分析方法的正确性。 |
| 6. | Numerical simulation about section damage and voids under beam are carried through , and some numerical examples are used to explain the experimental phenomenon in chap 2
对地基梁截面损伤、脱空等现象进行了数值模拟，并通过数值算例对第二章一些试验现象作出了解释。 |
| 7. | In this paper , according to the infection line method , the maximal values ( sefflement , shear and moment ) of the tunnel are calculated by using the theory of beams on elastic foundation
本文根据弹性地基梁原理，采用计算各截面的影响线方法，按最不利情况加载，得到了最大的反应值（沉陷、剪力和弯矩） 。 |
| 8. | ( 4 ) the modal information of beam before and after weighting is get through experiment . the damping matrix of the structure is also identified based upon the algorithm deduced in the paper
( 4 )对配重前后的弹性地基梁通过模态试验获取模态信息，并根据文中推出的识别阻尼矩阵的算法对阻尼矩阵进行了识别。 |
| 9. | The paper also establishes the iii displacement back - analysis method and real - time optimum flow chant according lo the theories of flexible foundation beam and mathematics program
深入研究了深基坑开挖反分析的基本概念，并建立了基于弹性地基梁与数学规划的深基坑工程位移反分析方法和深基坑施工实时优化流程图。 |
| 10. | Afterwards , considering the inertial force from superstructures , analytical solution to lateral seismic response of single pile in layered soils induced by rayleigh waves was developed based on winkler beam model
然后，采用winkler地基梁模型，考虑上部结构惯性力的作用，推导了远场地震成层地基中单桩的横向地震响应的解析解。 |
