| 1. | Intake tower , as a sort of waterpower engineering , have complicated figure structure , boundary conditions and load situation
进水塔是一种体型结构、边界条件和受力情况比较复杂的水工建筑物。 |
| 2. | So considering comprehensively above - mentioned factors this thesis analyses intake tower structure by different calculation methods
本文综合考虑以上因素，应用不同的计算方法，对进水塔进行结构分析。 |
| 3. | The static and dynamic 3 - d finite element analysis for the intake tower shown that the stability and stress of the stucture satisfy the specification
对进水塔结构进行静、动力计算研究结果表明，其稳定、应力均满足要求。 |
| 4. | This thesis introduces systematically current developing situation of hydraulic engineering and static - dynamic load analysis theory and fea theory
本文系统地介绍了进水塔结构分析的发展现状、结构静动力分析理论、有限元方法及理论。 |
| 5. | Considered the complexity of geological structure , how to study the interaction of intake tower and slope is important both in theoretical research and engineering
如何研究在复杂地基条件下进水塔与边坡的相互作用具有重要的理论意义和工程应用价值。 |
| 6. | For baise hydroelectric station , response spectrum of mode - superposition is applied in the dynamic analysis of intake tower . the rational conclusions are obtained
针对百色水利工程实际情况，采用了振型分解反应谱法对进水塔进行了动力分析，得出了合理的结论。 |
| 7. | The role of intake tower is very important in the hydro - junction . the stability of intake tower and access ramp plays a key role in the failure - free operation of the hydro - junction
进水塔在整个枢纽中起着极其重要的地位，它和进水口边坡的稳定安全与否将对整个枢纽的正常运行起关键作用。 |
| 8. | Different section internal force of structure can be calculated by post procedure drawn up in this thesis . internal force chart of section can be automatically drawn when imported autocad
本文利用编制的后处理程序计算结构的内力，通过autocad接口绘制计算截面的内力图，分析评价进水塔结构的受力状态。 |
| 9. | The structure arrangement of the intake tower for the underground hydropower station of baise project is suit to the complex topography and geology condition , and the hydraulic test shown that the flow pattern entering the tower is well
百色水利枢纽地下水电站进水塔结构布置，较好地适应了地基复杂的地形地质条件，水流流态良好。 |
| 10. | By means of adopting structure mechanics method , quasi - static approaches , response spectral of modal combination approach and time - history analysis approach , the responding problems of static - dynamic load of structure are solved
分别采用拟静力方法、动力分析中的振型分解反应谱方法与时程分析方法进行计算，通过三种计算方法的对比分析进水塔结构在地震力作用下的动力响应。 |
