[1]Zhao Hanwei, *Ding Youliang, Li Aiqun. (2017). Dynamic performance evaluation of a high-speed four-lane railway bridge traversed by multiple trains. Journal of Performance of Constructed Facilities (ASCE), doi: 10.1061/(ASCE)CF.1943-5509.0001126

[2]*Ding Youliang, Zhao Hanwei, Deng Lu, et al. (2017). Early warning of abnormal train-induced vibrations for a steel-truss arch railway bridge: case study. Journal of Bridge Engineering (ASCE), 22(11): 05017011 (SCI、EI收录)

[3]*Ding Youliang, Wang Gaoxin, Zhao Hanwei, et al. (2017). Detection and localization of the degraded truss members in a steel arch bridge based on the correlation between strain and temperature. Journal of Performance of Constructed Facilities (ASCE), 31(5): 04017082 (SCI、EI收录)

[4]An Yonghui, Guan Delong, Ding Youliang, et al. (2017). A fast warning method for rigid hangers in the high-speed railway arch bridge using the long-term monitoring data. Journal of Performance of Constructed Facilities (ASCE), 31(6): 04017103 (SCI、EI收录)

[5]*Ding Youliang, Zhao Hanwei, Li Aiqun. (2017). Temperature effects on strain influence lines and dynamic load factors in the steel-truss arch railway bridge using adaptive FIR filtering. Journal of Performance of Constructed Facilities (ASCE), 31(4): 04017024 (SCI、EI收录)

[6]Zhao Hanwei, *Ding Youliang, An Yonghui, et al. (2017). Transverse dynamic mechanical behavior of hangers in the rigid tied arch bridge under train loads. Journal of Performance of Constructed Facilities (ASCE) , 31(1): 04016072 (SCI、EI收录)

[7]Song Yongsheng, *Ding Youliang, Zhao Hanwei, et al. (2017). Structural behavior analysis of a continuous steel truss arch railway bridge integrating monitoring data. Advances in Mechanical Engineering, 9(1): 1-13 (SCI、EI收录)

[8]Wan Chunfeng, Zhao Lei, Ding Youliang, et al. (2017). A two-phase ranging algorithm for sensor localization in structural health monitoring. Advances in Mechanical Engineering, 9(1): 1-8 (SCI、EI收录)

[9]*Ding Youliang, Li Aiqun, Zhong Wen, et al. (2016). A review of recent research advances on fatigue performance assessment of orthotropic steel deck. International Journal of Terraspace Science and Engineering, 8(2): 71-74

[10]*Ding Youliang, Song Yongsheng, Cao Baoya, et al. (2016). Full-range S-N fatigue-life evaluation method for welded bridge structures considering hot-spot and welding residual stress. Journal of Bridge Engineering (ASCE), 21(12): 04016096 (SCI、EI收录)

[11]Wang Gaoxin, *Ding Youliang, Song Yongsheng, et al. (2016). Detection and location of the degraded bearings based on monitoring the longitudinal expansion performance of the main girder of the Dashengguan Yangtze Bridge. Journal of Performance of Constructed Facilities (ASCE), 30(4): 04015074 (SCI、EI收录)

[12]Song Yongsheng, *Ding Youliang, Wang Gaoxin, et al. (2016). Fatigue-life evaluation of a high-speed railway bridge with an orthotropic steel deck integrating multiple factors. Journal of Performance of Constructed Facilities (ASCE), 30(5): 04016036 (SCI、EI收录)

[13]Ding Youliang, An Yonghui, Wang Chao. (2016). Field monitoring of the train-induced hanger vibration in a high-speed railway steel arch bridge. Smart Structures and Systems, 17(6): 1107-1127 (SCI收录)

[14]*Ding Youliang, Wang Gaoxin. (2016). Evaluation of dynamic load factors for a high-speed railway truss arch bridge. Shock and Vibration, Volume 2016, Article ID 5310769: 1-15 (SCI、EI收录)

[15]Geng Fangfang, Ding Youliang, Li Aiqun. (2016). Passive control system for mitigation of longitudinal buffeting responses of a six-tower cable-stay bridge. Mathematical Problems in Engineering, Volume 2016, Article ID 6497851: 1-18 (SCI、EI收录)

[16]Geng Fangfang, *Ding Youliang. (2016). Multi-objective optimal control of longitudinal seismic response of a multi-tower cable-stayed bridge. Shock and Vibration, Volume 2016, Article ID 6217587: 1-13 (SCI、EI收录)

[17]Zhang Zhiqiang, *Ding Youliang, Geng Fangfang. (2016). Investigation of influence factors of wind-induced buffeting response of a six-tower cable-stayed bridge. Shock and Vibration, Volume 2016, Article ID 6274985: 1-16 (SCI、EI收录)

[18]Cao Baoya, *Ding Youliang, Zhao Hanwei, et al. (2016). Damage identification for high-speed railway truss arch bridge using fuzzy clustering analysis. Structural Monitoring and Maintenance, 3(4): 315-333

[19]*Ding Youliang, Sun Peng, Wang Gaoxin, et al. (2015). Early-warning method of train running safety of a high-speed railway bridge based on transverse vibration monitoring. Shock and Vibration, Volume 2015, Article ID 518689: 1-9 (SCI、EI收录)

[20]*Ding Youliang, Wang Gaoxin, Sun Peng, et al. (2015). Long-term structural health monitoring system for a high-speed railway bridge structure. The Scientific World Journal, Volume 2015, Article ID 250562: 1-17

[21]Wang Gaoxin, *Ding Youliang. (2015). Research on monitoring temperature difference from cross sections of steel truss arch girder of Dashengguan Yangtze Bridge. International Journal of Steel Structures, 15(3): 647-660 (SCI、EI收录)

[22]Zhou Guangdong, Ding Youliang, Li Aiqun. (2015). Wavelet-based methodology for evolutionary spectra estimation of nonstationary typhoon processes. Mathematical Problems in Engineering, Volume 2015, Article ID 870420: 1-10 (SCI、EI收录)

[23]Zhou Guangdong, Ding Youliang, Li Aiqun. (2015). Evolutionary spectra estimation of field measurement typhoon processes using wavelets. Mathematical Problems in Engineering, Volume 2015, Article ID 945203: 1-10 (SCI、EI收录)

[24]Wang Gaoxin, *Ding Youliang, Sun Peng, et al. (2015). Assessing static performance of the Dashengguan Yangtze Bridge by monitoring the correlation between temperature field and its static strains. Mathematical Problems in Engineering, Volume 2015, Article ID 946907: 1-12 (SCI、EI收录)

[25]Geng Fangfang, *Ding Youliang, Song Jianyong, et al. (2014). Passive control system for seismic protection of a multi-tower cable-stayed bridge. Earthquakes and Structures, 6(5): 495-514 (SCI、EI收录)

[26]Wang Gaoxin, *Ding Youliang. (2014). Mathematical modeling for lateral displacement induced by wind velocity using monitoring sata obtained from main girder of Sutong Cable-Stayed Bridge. Mathematical Problems in Engineering, Volume 2014, Article ID 723152: 1-16 (SCI、EI收录)

[27]Geng Fangfang, *Ding Youliang, Xiehongen, et al. (2014). Influence of structural system measures on the dynamic characteristics of a multi-span cable-stayed bridge. Structural Engineering and Mechanics, 52(1): 51-73 (SCI、EI收录)

[28]Song Yongsheng, *Ding Youliang. (2014). Influence of local geometric parameters on fatigue performance of orthotropic steel deck. Journal of Central South University, 21(5): 2091-2099 (SCI、EI收录)

[29]*Ding Youliang, Wang Gaoxin. (2013). Estimating extreme temperature differences in steel box girder using long-term measurement data. Journal of Central South University, 20(9): 2537-2545 (SCI、EI收录)

[30]*Ding Youliang, Zhou Guangdong, Li Aiqun, et al. (2013). Statistical characteristics of sustained wind environment for a long-span bridge based on long-term field measurement data. Wind and Structures, 17(1): 43-68 (SCI、EI收录)

[31]Song Yongsheng, *Ding Youliang. (2013). Fatigue monitoring and analysis of orthotropic steel deck considering traffic volume and ambient temperature. Science China: Technological Sciences, 56(7): 1758-1766 (SCI、EI收录)

[32]Miao Changqing, Deng Yang, Ding Youliang, et al. (2013). Damage alarming for bridge expansion joints using novelty detection technique based on long-term monitoring data. Journal of Central South University, 20(1): 226-235 (SCI、EI收录)

[33]*Ding Youliang, Zhou Guangdong, Li Aiqun, et al. (2012). Thermal field characteristic analysis of steel box girder based on long-term measurement data. International Journal of Steel Structures, 12 (2): 219-232 (SCI、EI收录)

[34]Li Aiqun, *Ding Youliang, Wang Hao, et al. (2012). Analysis and assessment of bridge health monitoring mass data —— Progress in research development of “Structural Health Monitoring”. Science China: Technological Sciences, 55 (8): 2212-2224 (SCI、EI收录)

[35]Chen Xin, *Ding Youliang, Li Aiqun, et al. (2012). Investigations on serviceability control of long-span structures under human-induced excitation. Earthquake Engineering and Engineering Vibration, 11(1): 57-71 (SCI、EI收录)

[36]*Ding Youliang, Li Aiqun. (2011). Temperature-induced variations of measured modal frequencies of steel box girder for a long-span suspension bridge. International Journal of Steel Structures, 11(2): 145-155 (SCI收录、EI收录)

[37]Ding Youliang, Chen Xin, Li Aiqun, et al. (2011). A new isolation device using shape memory alloy and its application for long-span structures. Earthquake Engineering and Engineering Vibration, 10(2): 239-252 (SCI、EI收录)

[38]Deng Yang, *Ding Youliang, Li Aiqun. (2011). Fatigue reliability assessment for bridge welded details using long-term monitoring data. Science China Technological Sciences, 54(12): 3371-3381 (SCI、EI收录)

[39]Deng Yang, *Ding Youliang, Li Aiqun. (2011). Prediction of extreme wind velocity at the site of the Runyang Suspension Bridge. Journal of Zhejiang University-Science A, 12(8): 605-615 (SCI、EI收录)

[40]Liu Tao, Li Aiqun, Ding Youliang, et al. (2011). Multi-source information fusion applied to structural damage diagnosis. Structure and Infrastructure Engineering, 7(5): 353-367 (SCI、EI收录)

[41]*Ding Youliang, Deng Yang, Li Aiqun. (2010). Correlations of modal frequencies and environmental conditions for a suspension bridge based on improved neural networks. Science in China Series E: Technological Sciences, 53(9): 2501-2509 (SCI、EI收录)

[42]*Ding Youliang, Li Aiqun, Du Dongsheng, et al. (2010). Multi-scale damage analysis for a steel box girder of a long-span cable-stayed bridge. Structure and Infrastructure Engineering, 6(6): 725-739 (SCI、EI收录)

[43]*Ding Youliang, Li Aiqun, Deng Yang. (2010). Structural damage warning of long-span cable-stayed bridges using novelty detection technique based on wavelet packet analysis. Advances in Structural Engineering, 13(2): 291-298 (SCI、EI收录)

[44]Ye Jihong, *Ding Youliang, Liu Xianming, et al. (2010). Vibration test and analysis of AMECO maintenance hangar under multi-support excitations. Advances in Structural Engineering, 13(4): 695-706 (SCI、EI收录)

[45]Deng Yang, *Ding Youliang, Li Aiqun. (2010). Structural condition assessment of long-span suspension bridges using long-term monitoring data. Earthquake Engineering and Engineering Vibration, 9(1): 123-131 (SCI、EI收录)

[46]*Ding Youliang, Li Aiqun, Sun Jun, et al. (2009). Research on seasonal correlation of wavelet packet energy spectrum and temperature of Runyang Suspension Bridge. Science in China Series E: Technological Sciences, 52(6): 1776-1785 (SCI、EI收录)

[47]Liu Tao, Li Aiqun, Ding Youliang, et al. (2009). Study of the structural damage identification method based on multi-mode information fusion. Structural Engineering and Mechanics, 31(3): 333-347 (SCI、EI收录)

[48]*Ding Youliang, Li Aiqun, Liu Tao. (2008). Environmental variability study on the measured responses of Runyang Cable-stayed Bridge using wavelet packet analysis. Science in China Series E: Technological Sciences, 51(5): 517-528 (SCI、EI收录)

[49]*Ding Youliang, Li Aiqun, Sun Jun, et al. (2008) Experimental and analytical studies on static and dynamic characteristics of steel box girder for Runyang Cable-stayed Bridge. Advances in Structural Engineering, 11(4): 425-438 (SCI、EI收录)

[50]*Ding Youliang, Li Aiqun, Deng Yang. (2008) A new look at the response surface method for reliability analysis using chaos theory. Earthquake Engineering and Engineering Vibration, 7(3): 329-335 (SCI、EI收录)

[51]*Ding Youliang, Li Aiqun. (2008). Finite element model updating for the Runyang Cable-stayed Bridge tower using ambient vibration test results. Advances in Structural Engineering, 11(3): 323-335 (SCI、EI收录)

[52]*Ding Youliang, Li Aiqun, Liu Tao. (2008). A study on the WPT-based structural damage alarming of the ASCE benchmark experiments. Advances in Structural Engineering, 11(1): 121-127 (SCI、EI收录)

[53]*Ding Youliang, Li Aiqun. (2007). Structural health monitoring of long-span suspension bridges using wavelet packet analysis. Earthquake Engineering and Engineering Vibration, 6(3): 289-294 (SCI、EI收录)

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