桥梁健康监测海量数据分析与评估——“结构健康监测”研究进展

[1] Fatigue reliability assessment for bridge welded details using long-term monitoring data[J]. DENG Yang,DING YouLiang,LI AiQun & ZHOU GuangDong Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China.Science China(Technological Sciences). 2011(12)

[2] Prediction of extreme wind velocity at the site of the Runyang Suspension Bridge [J]. JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2011, 12 (08): : 605 - 615

[3] Study on correlations of modal frequencies and environmental factors for a suspension bridge based on improved neural networks[J]. DING YouLiang,DENG Yang & LI AiQun Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China.Science China(Technological Sciences). 2010(09)

[4] Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008[J]. Hao WANG1,2, Ai-qun LI1,2, Chang-ke JIAO1,2, Xing-ping LI1,2 (1MOE Key Laboratory of Concrete and Prestressed Concrete Structure, Nanjing 210096, China) (2College of Civil Engineering, Southeast University, Nanjing 210096, China).Journal of Zhejiang University-Science A(Applied Physics & Engineering). 2010(07)

[5] Non-linear buffeting response analysis of long-span suspension bridges with central buckle[J]. Wang Hao1,2,Li Aiqun1,Zhao Gengwen1 and Li Jian2 1.College of Civil Engineering,Southeast University,Nanjing 210096,China 2.Civil and Environmental Engineering,University of Illinois at Urbana-Champaign,Urbana,IL 61801,USA.Earthquake Engineering and Engineering Vibration. 2010(02)

[6] Structural condition assessment of long-span suspension bridges using long-term monitoring data[J]. Deng Yang~+,Ding Youliang~(++) and Li Aiqun~§Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China PhD Student;++ Assistant Professor;~§Professor.Earthquake Engineering and Engineering Vibration. 2010(01)

[7] Research on seasonal correlation of wavelet packet energy spectrum and temperature of Runyang Suspension Bridge[J]. DING YouLiang,LI AiQun,SUN Jun & DENG Yang School of Civil Engineering,Southeast University,Nanjing 210096,China.Science in China(Series E:Technological Sciences). 2009(06)

[8] Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa[J]. WANG Hao,LI AiQun,GUO Tong & XIE Jing College of Civil Engineering,Southeast University,Nanjing 210096,China.Science in China(Series E:Technological Sciences). 2009(05)

[9] Environmental variability study on the measured responses of Runyang Cablestayed Bridge using wavelet packet analysis[J]. DING YouLiang, LI AiQun & LIU Tao College of Civil Engineering, Southeast University, Nanjing 210096, China.Science in China(Series E:Technological Sciences). 2008(05)

[10] Comparison of Ambient Vibration Response of the Runyang Suspension Bridge under Skew Winds with Time-Domain Numerical Predictions [J]. JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (04) : 513 - 526

[1] Fatigue reliability assessment for bridge welded details using long-term monitoring data[J]. DENG Yang,DING YouLiang,LI AiQun & ZHOU GuangDong Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China.Science China(Technological Sciences). 2011(12)

[2] Prediction of extreme wind velocity at the site of the Runyang Suspension Bridge [J]. JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2011, 12 (08): : 605 - 615

[3] Study on correlations of modal frequencies and environmental factors for a suspension bridge based on improved neural networks[J]. DING YouLiang,DENG Yang & LI AiQun Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China.Science China(Technological Sciences). 2010(09)

[4] Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008[J]. Hao WANG1,2, Ai-qun LI1,2, Chang-ke JIAO1,2, Xing-ping LI1,2 (1MOE Key Laboratory of Concrete and Prestressed Concrete Structure, Nanjing 210096, China) (2College of Civil Engineering, Southeast University, Nanjing 210096, China).Journal of Zhejiang University-Science A(Applied Physics & Engineering). 2010(07)

[5] Non-linear buffeting response analysis of long-span suspension bridges with central buckle[J]. Wang Hao1,2,Li Aiqun1,Zhao Gengwen1 and Li Jian2 1.College of Civil Engineering,Southeast University,Nanjing 210096,China 2.Civil and Environmental Engineering,University of Illinois at Urbana-Champaign,Urbana,IL 61801,USA.Earthquake Engineering and Engineering Vibration. 2010(02)

[6] Structural condition assessment of long-span suspension bridges using long-term monitoring data[J]. Deng Yang~+,Ding Youliang~(++) and Li Aiqun~§Key Laboratory of Concrete & Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China PhD Student;++ Assistant Professor;~§Professor.Earthquake Engineering and Engineering Vibration. 2010(01)

[7] Research on seasonal correlation of wavelet packet energy spectrum and temperature of Runyang Suspension Bridge[J]. DING YouLiang,LI AiQun,SUN Jun & DENG Yang School of Civil Engineering,Southeast University,Nanjing 210096,China.Science in China(Series E:Technological Sciences). 2009(06)

[8] Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa[J]. WANG Hao,LI AiQun,GUO Tong & XIE Jing College of Civil Engineering,Southeast University,Nanjing 210096,China.Science in China(Series E:Technological Sciences). 2009(05)

[9] Environmental variability study on the measured responses of Runyang Cablestayed Bridge using wavelet packet analysis[J]. DING YouLiang, LI AiQun & LIU Tao College of Civil Engineering, Southeast University, Nanjing 210096, China.Science in China(Series E:Technological Sciences). 2008(05)

[10] Comparison of Ambient Vibration Response of the Runyang Suspension Bridge under Skew Winds with Time-Domain Numerical Predictions [J]. JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (04) : 513 - 526