参考文献/References:
[1] Sun Z,Chang C C.Statistical wavelet-based method for structural health monitoring [J]. Journal of Structural Engineering,2004,130(7):1055-1062.
[2] Sun Z,Chang C C.Structural damage assessment based on wavelet packet transform [J]. Journal of Structural Engineering,2002,128(10):1354-1361.
[3] Ding Youliang,Li Aiqun,Liu Tao.A study on the WPT-based structural damage alarming of the ASCE benchmark experiments [J]. Advances in Structural Engineering,2008,11(1):121-127.
[4] 丁幼亮,李爱群.基于振动测试与小波包分析的结构损伤预警[J].力学学报,2006,38(5):639-644.
Ding Youliang,Li Aiqun.Structural damage early warning based on vibration testing and wavelet packet analysis [J].Chinese Journal of Theoretical and Applied Mechanics,2006,38(5):639-644.(in Chinese)
[5] 丁幼亮,李爱群,缪长青.基于小波包能量谱的结构损伤预警方法研究[J].工程力学,2006,23(8):42-48.
Ding Youliang,Li Aiqun,Miao Changqing.Investigation on the structural damage alarming method based on wavelet packet energy spectrum [J]. Engineering Mechanics,2006,23(8):42-48.(in Chinese)
[6] Ding Youliang,Li Aiqun,Liu Tao.Environmental variability study on the measured responses of Runyang Cable-stayed Bridge using wavelet packet analysis [J]. Science in China Series E:Technological Sciences,2008,51(5):517-528.
[7] 丁幼亮,李爱群,缪长青.环境激励下基于小波包分析的结构损伤预警方法研究[J].应用力学学报,2008,25(3):366-370.
Ding Youliang,Li Aiqun,Miao Changqing.Structural damage alarming method based on wavelet packet analysis by ambient vibration test [J].Chinese Journal of Applied Mechanics,2008,25(3):366-370.(in Chinese)
[8] 李爱群,缪长青,李兆霞,等.润扬长江公路大桥结构健康监测系统研究[J].东南大学学报:自然科学版,2003,33(5):544-548.
Li Aiqun,Miao Changqing,Li Zhaoxia,et al.Health monitoring system for the Runyang Yangtse River Bridge [J].Journal of Southeast University:Natural Science Edition,2003,33(5):544-548.(in Chinese)
[9] Li A Q,Miao C Q,Zhao L.The health monitoring system of the Runyang Yangtse River Bridge [C] //Proceedings of the First International Conference on Structural Health Monitoring and Intelligent Infrastructure.Tokyo,Japan,2003:1017-1023.
[10] Li A Q,Miao C Q.Design and study on the structural health monitoring system for the Runyang Yangtse River Bridge [C] //Proceedings of the 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure.Shenzhen,China,2005:1122-1129.
相似文献/References:
[1]王浩,李爱群,谢以顺,等.基于实测风谱的润扬悬索桥桥址区三维脉动风场模拟[J].东南大学学报(自然科学版),2009,39(6):1206.[doi:10.3969/j.issn.1001-0505.2009.06.023]
Wang Hao,Li Aiqun,Xie Yishun,et al.Digital simulation of 3-dimensional turbulence wind field of Runyang Suspension Bridge based on measured wind spectra[J].Journal of Southeast University (Natural Science Edition),2009,39(1):1206.[doi:10.3969/j.issn.1001-0505.2009.06.023]
[2]刘毅,李爱群,丁幼亮,等.润扬悬索桥扁平钢箱梁局部应力的测试与分析[J].东南大学学报(自然科学版),2007,37(2):275.[doi:10.3969/j.issn.1001-0505.2007.02.018]
Liu Yi,Li Aiqun,Ding Youliang,et al.Computational and experimental studies on stress analysis of flat steel-box-girder of Runyang Suspension Bridge[J].Journal of Southeast University (Natural Science Edition),2007,37(1):275.[doi:10.3969/j.issn.1001-0505.2007.02.018]
[3]李爱群,王浩,谢以顺.基于SHMS的润扬悬索桥桥址区强风特性[J].东南大学学报(自然科学版),2007,37(3):508.[doi:10.3969/j.issn.1001-0505.2007.03.031]
Li Aiqun,Wang Hao,Xie Yishun.Experimental study on strong wind characteristics of Runyang Suspension Bridge based on SHMS[J].Journal of Southeast University (Natural Science Edition),2007,37(1):508.[doi:10.3969/j.issn.1001-0505.2007.03.031]
[4]丁建明,杜昕,钱振东,等.润扬大桥南汊悬索桥桥面铺装在竖向荷载静力作用下的力学分析[J].东南大学学报(自然科学版),2006,36(4):601.[doi:10.3969/j.issn.1001-0505.2006.04.022]
Ding Jianming,Du Xin,Qian Zhendong,et al.Mechanical analysis of deck surfacing on Runyang suspension bridge by finite element method[J].Journal of Southeast University (Natural Science Edition),2006,36(1):601.[doi:10.3969/j.issn.1001-0505.2006.04.022]
[5]丁幼亮,李爱群,韩晓林.基于小波包分析的结构实时损伤报警数值研究[J].东南大学学报(自然科学版),2003,33(5):643.[doi:10.3969/j.issn.1001-0505.2003.05.024]
Ding Youliang,Li Aiqun,Han Xiaolin.Numerical research on real-time structural damage alarming based on wavelet packet analysis[J].Journal of Southeast University (Natural Science Edition),2003,33(1):643.[doi:10.3969/j.issn.1001-0505.2003.05.024]
[6]周勇,张峰,叶见曙,等.悬索桥空间主缆分析[J].东南大学学报(自然科学版),2009,39(1):101.[doi:10.3969/j.issn.1001-0505.2009.01.019]
Zhou Yong,Zhang Feng,Ye Jianshu,et al.Analysis of spatial cable of suspension bridge[J].Journal of Southeast University (Natural Science Edition),2009,39(1):101.[doi:10.3969/j.issn.1001-0505.2009.01.019]
[7]邓扬,李爱群,丁幼亮,等.基于长期监测数据的大跨桥梁结构伸缩缝损伤识别[J].东南大学学报(自然科学版),2011,41(2):336.[doi:10.3969/j.issn.1001-0505.2011.02.024]
Deng Yang,Li Aiqun,Ding Youliang,et al.Damage identification of expansion joints in long span bridge using long-term monitoring data[J].Journal of Southeast University (Natural Science Edition),2011,41(1):336.[doi:10.3969/j.issn.1001-0505.2011.02.024]