| 1. | The study on structure simulation of the multispan stone arch bridge
多跨度石拱桥结构仿真分析研究 |
| 2. | Multispan slope rigid frame mdps1
多跨多坡刚架mdps1 |
| 3. | Multispan cable - stayed bridges with diverse heights and types of towers were discussed
比较了桥塔型式及高度对多塔斜拉桥结构行为的影响； 7 |
| 4. | The differences of mechanical behaviors between multispan cable - stayed bridges and the custom two - tower type were given in the comparison
比较了多塔斜拉桥与普通两塔斜拉桥的力学行为差异。 |
| 5. | The intermediate piers in the side - spans of multispan cable - stayed bridges were analyzed to discuss their stiffening effects on the type of bridge
讨论了边跨辅助墩对多塔斜拉桥的加劲效果。 |
| 6. | Finally , some constructive suggestion on the design and construction of multispan cable - stayed bridges were gained from the study above
通过以上的讨论，最后得出一些有利于多塔斜拉桥设计的建议。 |
| 7. | The three dimensional finite element method is used to simulate dynamic and statical analysis of a multispan stone arch bridge
摘要应用三维有限元程序对某一多跨度石拱桥整体结构进行了动静力仿真分析。 |
| 8. | The results indicate that the natural frequency of vibration of multispan stone arch bridge is closely packed and it has adequate safety allowance
研究结果表明，多跨度石拱桥作为一个整体，其自振频率较为密集，桥梁具有足够的安全裕量。 |
| 9. | Accordingly , in this essay all kinds of factors that affect mechanical characteristics of multispan cable - stayed bridges were discussed and researched as followed : 1
为此，本论文对影响多塔斜拉桥力学行为的各种因素进行了分析与讨论，主要开展了以下几个方面的工作： 1 |
| 10. | 7 . as for multispan cable - stayed bridges with stiffening cables , different arrangement of stiffening cables were given and the variance of temperature among cables , girders and towers were considered as well
对设置加劲索的多塔斜拉桥，讨论了加劲索的布置方式及索与梁、塔之间的温差对加劲效果的影响。 |
