| 1. | Based on the theories of the nonlinear finite element , the stability of the complex slope is discussed in this thesis
本文以非线性有限元理论为基础，研究了复杂土坡的非线性稳定问题。 |
| 2. | The fem theories in foundation pit are various , but each of them is of somewhat limitation , and will meet a lot of difficult in calculating
目前用于基坑计算的有限元理论很多,但是每种理论都存在一定的缺陷。 |
| 3. | Part 1 . finite element theory , functions of ansys software and typical analysis process are introduce in this part
本部分对有限元理论一般原理及有限元分析软件ansys的功能、典型分析问题的过程进行了简要的介绍。 |
| 4. | Seismic response regularities of the structure revealed by the finite element analysis and the shaking table experiment are similar
通过对带高位大跨转换层建筑结构的有限元理论计算分析，进一步揭示了结构的地震响应规律，与振动台试验结果吻合较好。 |
| 5. | The simulation method is proved to be correct and calculation of acoustic performance of muffler by ansys fe analysis software is also proved to be practical and expedient
本文的研究内容，概括了消声器理论、有限元理论与计算、 ansys软件应用、双传声随机激励技术等。 |
| 6. | In the second part , how to apply the fem theories in foundation pit project to guide design and construction is studied , and two main application methods are advanced
在此基础上,对如何将有限元理论应用于基坑工程,以合理地指导设计与施工做了深入的研究。并就以下两方面应用进行实例分析。 |
| 7. | The conclusions of experimental study and the theoretical analysis presented in this paper are adopted by shanghai baosteel metallurgical construction corporation as the technique base of production application
本文试验研究和有限元理论分析成果已被上海宝冶公司采纳并作为公司产品的技术设计依据。 |
| 8. | According to the seepage equation of the groundwater and using the finite element method , this thesis establishes the mathematics model for two and three dimensional seepage
采用有限元理论，以地下水渗流方程为基础，针对基坑降水建立了地下水的二维和三维渗流数学模型，完善了深基坑降水渗流计算方法。 |
| 9. | 2 . from the finite element theory and finite integral ’ s aspect , analyzed the structure of the high frequency field inside the ellipsoidal cavity with arithmetic simulation that carried through in computers
2 .从有限元理论和有限积分的角度出发,用计算机数值仿真对椭球谐振腔内的高频场结构进行分析。 |
| 10. | Based on characteristic value buckle analysin method of finite elements theory , this paper analyzes and calculates the main working condition of bridge erecting machine jq600 with box cross section beam
摘要本文根据有限元理论中的特征值屈曲分析方法，对jq600型箱梁架桥机的主要工况进行了稳定性分析计算。 |
