| 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 | 79 | 2018 |
| 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 | 56 | 2018 |
| Operational modal analysis based on subspace algorithm with an improved stabilization diagram method S Qin, J Kang, Q Wang Shock and Vibration 2016, 2016 | 48 | 2016 |
| 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 | 35 | 2022 |
| 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 | 19 | 2019 |
| 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 | 17 | 2022 |
| Output-only modal analysis based on improved empirical mode decomposition method S Qin, Q Wang, J Kang Advances in Materials Science and Engineering 2015, 2015 | 16 | 2015 |
| 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 | 15 | 2014 |
| 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 | 14 | 2012 |
| 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, 2015 | 13 | 2015 |
| 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 | 11 | 2022 |
| 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 | 11 | 2022 |
| 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 | 9 | 2020 |
| 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 | 9 | 2019 |
| 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 | 8 | 2023 |
| 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 | 8 | 2023 |
| 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 | 7 | 2023 |
| 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 | 7 | 2012 |
| Comparative study of four penalty-free constraint-handling techniques in structural optimization using harmony search H Cao, Y Chen, Y Zhou, S Liu, S Qin Engineering with Computers, 1-21, 2022 | 6 | 2022 |
| Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations J Zhang, H Jia, S Zheng, S Qin, K Zhang Tehnički vjesnik 23 (2), 465-475, 2016 | 6 | 2016 |
