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Shiqiang Qin
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Year
Dynamic model updating for bridge structures using the kriging model and PSO algorithm ensemble with higher vibration modes
S Qin, Y Zhang, YL Zhou, J Kang
Sensors 18 (6), 1879, 2018
842018
Model updating in complex bridge structures using kriging model ensemble with genetic algorithm
S Qin, YL Zhou, H Cao, MA Wahab
KSCE Journal of Civil Engineering 22, 3567-3578, 2018
622018
Operational modal analysis based on subspace algorithm with an improved stabilization diagram method
S Qin, J Kang, Q Wang
Shock and Vibration 2016 (1), 7598965, 2016
542016
Fatigue performance evaluation of steel-UHPC composite orthotropic deck in a long-span cable-stayed bridge under in-service traffic
S Qin, J Zhang, C Huang, L Gao, Y Bao
Engineering Structures 254, 113875, 2022
412022
Footbridge serviceability analysis: From system identification to tuned mass damper implementation
S Qin, YL Zhou, J Kang
KSCE Journal of Civil Engineering 23, 754-762, 2019
202019
In-situ testing and model updating of a long-span cable-stayed railway bridge with hybrid girders subjected to a running train
H Gou, T Zhao, S Qin, X Zheng, A Pipinato, Y Bao
Engineering Structures 253, 113823, 2022
192022
Output‐Only Modal Analysis Based on Improved Empirical Mode Decomposition Method
S Qin, Q Wang, J Kang
Advances in Materials Science and Engineering 2015 (1), 945862, 2015
172015
In-situ testing and finite element model updating of a long-span cable-stayed bridge with ballastless track
S Qin, S Han, S Li
Structures 45, 1412-1423, 2022
162022
Effects of initial conditions in operational modal analysis
S Qin, E Reynders, L He, TT Bui, G De Roeck
Structural Control and Health Monitoring 21 (4), 557-573, 2014
162014
A method of modal parameters identification using ambient vibration measurements for a large-scale bridge
SQ Qin, QH Pu, Z Shi
Zhendong yu Chongji(Journal of Vibration and Shock) 31 (2), 95-100, 2012
142012
Vibration Analysis of Steel‐Concrete Composite Box Beams considering Shear Lag and Slip
Z Wangbao, L Shu-jin, J Lizhong, Q Shiqiang
Mathematical Problems in Engineering 2015 (1), 601757, 2015
132015
A novel multiobjective function for finite-element model updating of a long-span cable-stayed bridge using in situ static and dynamic measurements
S Qin, Y Yuan, S Han, S Li
Journal of Bridge Engineering 28 (1), 04022131, 2023
122023
Investigation on the dynamic impact factor of a concrete filled steel tube butterfly arch bridge
S Qin, J Feng, YL Zhou, C Li, X Huo, E Figueiredo, F Yang
Engineering Structures 252, 113614, 2022
112022
Bayesian model updating for structural dynamic applications combing differential evolution adaptive metropolis and kriging model
J Zeng, YH Kim, S Qin
Journal of Structural Engineering 149 (6), 04023070, 2023
102023
Fatigue assessment of steel-UHPC composite deck with a thin polymer overlay in a long-span suspension bridge under static and random traffic loads
S Qin, L Yu, J Zhang, L Gao
International Journal of Fatigue 168, 107409, 2023
102023
Research on multi-alternatives problem of finite element model updating based on IAFSA and Kriging model
J Kang, X Zhang, H Cao, S Qin
Sensors 20 (15), 4274, 2020
102020
Feasibility study of improved particle swarm optimization in kriging metamodel based structural model updating
S Qin, J Hu, YL Zhou, Y Zhang, J Kang
Structural Engineering and Mechanics 70 (5), 513-524, 2019
102019
Operational modal analysis of a high-speed railway bridge: the Jalon viaduct
L He, S Qin, TT Bui, E Reynders, M Cuadrado, P Museros, G De Roeck
Proceedings of the ISMA2012-USD2012 conference, Leuven, Belgium, 12-20, 2012
72012
Modal parameter identification in civil structures via Hilbert transform ensemble with improved empirical wavelet transform
S Qin, J Tang, J Feng, Y Zhou, F Yang, MA Wahab
Journal of Vibration and Control 30 (7-8), 1621-1634, 2024
62024
Condition assessment of a concrete filled steel tube arch bridge using in-situ vibration measurements and an Improved Artificial Fish Swarm Algorithm
S Qin, J Feng, J Tang, X Huo, Y Zhou, F Yang, MA Wahab
Computers & Structures 291, 107213, 2024
62024
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