| 1. | Construction technology of north anchor foundation pit of runyang bridge
润扬大桥北锚碇基坑施工技术 |
| 2. | Dewatering design and construction of south anchorage deep foundation pit of runyang bridge
润扬大桥悬索桥南锚碇深基坑降水设计与施工 |
| 3. | Construction technology of north concrete anchor deep foundation pit at south branch of runyang bridge
润扬大桥南汊北锚碇深基坑施工技术 |
| 4. | Most of the famous bridges ， as runyang bridge , 3rd nanjing bridge , in china were equipped with mageba products
其产品运用到国内大多数著名桥梁，如润扬大桥、南京三桥等。 |
| 5. | The main features of the frf of long span runyang bridge , which has 1 024 dimensions , can be extracted by 27 or 17 principal components , and the reconstruction error is acceptable
对于大跨斜拉桥（润扬长江大桥北汉斜拉桥）的1024维频响函数可以仅用27个（或17个）主元来提取其主要特征，精度可满足工程需要。 |
| 6. | By taking runyang bridge over the yangtze river as example , effects of some factors such as the static wind action , wind speed spatial non - uniformity , and the cable ' s wind load on the , aerodynamic stability of the bridge are investigated analytically
以润扬长江大桥为例，通过分析揭示了静风效应、风速空间分布的非均匀性以及缆索风荷载等因素对大跨径悬索桥空气动力稳定性的影响。 |
| 7. | Combined with the introduction to the condition assessment system on runyang bridge which is the longest suspension bridge in china and sutong bridge which is the longest cable - stayed bridge in the world , the function and its constitution of this system are discussed in detail
结合润扬大桥悬索桥（国内最大跨度的悬索桥）及苏通大桥（世界在建最大跨度的斜拉桥）中的状态评估系统，介绍了该系统的功能以及模组构成。 |
| 8. | Combined with the development of runyang bridge safety monitoring system , assistant decision - making system structure of " four - base , three - systems , two - form " are analyzed . general structure , function of system and some critical technology used in the system development are studied . 2
分析了“四库三系统二形式”辅助决策系统的体系结构，结合润扬大桥安全监控辅助决策系统的开发，对系统的总体结构、功能划分及开发中采用的一些关键技术进行研究。 |
| 9. | According to the method in paper , roughness of bedrock surface of north anchor pit of runyang bridge is described in quantitative fractal dimension , and the method of determining frictional resistance of the whole anchor under many factors is discussed , which offers a new ideal and approach for precise determination of frictional resistance of rock mass engineering
依据文中方法，对润扬大桥北锚碇基坑建基面粗糙度进行了定量分维描述，探讨了考虑多种因素条件下整个锚碇摩阻力的确定方法，为岩体工程摩阻力的准确确定探索了一条新的思路和途径。 |
| 10. | Combined with the status of development and research of safety monitoring assistant decision - making system , and the character of runyang bridge , the model , model base management system , assistant decision - making and visualization of safety monitoring data of lower part structure of runyang bridge safety monitoring assistant decision - making system are studied widely
结合国内外桥梁安全监控辅助决策系统的研究与发展状况，根据润扬大桥工程的实际特点，对润扬大桥安全监控辅助决策系统的模型、模型库、辅助决策及下部结构监测数据的可视化等进行了广泛的研究。 |
