wYin XF, WANG CH, CHEN W, et al. A UAV-deployable lightweight framework for real-time bridge crack detection via YOLO-LY algorithm [J]. Engineering Structures, 2026, 358: 122629. wYin XF, Chen X, Yan WL, et al. Physics-informed neural networks with dimensionless governing equationsfor bridge damping ratio identification. Engineering Structures 2026; 359: 122707. wYin XF, Zhou Y, Zeng Z, Wu LS. Surface damage detection of bridge piers based on UAV geometry and multi-slope flight path method [J]. Structures 2026; 85: 111097. wYin XF, Hu T, Xiao S, Huang Z*. Stochastic Vehicle-Bridge Interaction Analysis Using MCMC-Generated Traffic Flow and Multiscale FEM [J]. Structures 2026;84 110930. wHuang Z, Yin XF*, Quan Y, Liu Y, Xiang P. A novel vehicle-bridge interaction framework for long-span bridge considering multi-scale heterogeneous traffic pattern [J]. Advanced Engineering Informatics, 2026; 69: 103871. wYin XF, Zuo L, Quan Y, Wu LS, Kaersaer T, Huang Z. Simplified method of the wave-vehicle-bridge coupled vibration in considering the fluid-structure interaction [J]. Journal of Civil Structural Health Monitoring, 2025; 15(8): 3975-3993. wYin XF, Chen X, Yan WL, Liu Y, Liu Y. Bridge damping ratio identification based on function approximation-guided physics-informed neural networks. Structures [J]. 2025; 74: 108540. wYin XF, Quan Y, Wu LS, Kaersaer T, Huang Z. A 3D vehicle-bridge interaction frameworkintegrating energy-conserving Hamilton'sprinciple and stabilized Newmark-β method [J]. Advances in Engineering Software, 2025; 211: 104002. wYin XF, Chen T, Quan Y, Zhou Y, Fu X. Construction Quality Monitoring of High-PierBridges Based on Highly Accurate Three-Dimensional Reconstruction [J]. Transportation Research Record, 2025. wYin XF, Fu X, Quan Y, Chen T, Huang Z. Three-Dimensional Modeling and CrackDetection for High Pier Bridges Based onUAV Route Optimization Alaorithm [J]. Journal of Performance of Constructed Facilities, 2025; 39(6): 04025056. wYin XF, Xiao S, Feng K, Huang Z, Zuo L, Quan Y. Three-dimensional stochastic traffic-bridge coupled vibration analysis considering combined wind-wave action [J]. International Journal of Structural Stability and Dynamics, 2025. wYin XF, Liu Y, Liu Y, Quan Y, Xiang P. Dynamic response prediction of long-span cable-stayed bridges by integrating Bi-LSTM and physical modeling [J]. Advances in Structural Engineering, 2025; 29(2): 365-383. wYin XF, Yang YC, Huang Z, Yan WL. Bridge Damage Identification Based on LSTM Network and Contact Point Response. International Journal of Structural Stability and Dynamics [J]. 2025; 25(07). wZhou H B, Wu LS, Chen W, Li ZK, Huang Z, Yin XF*. Structural safety assessment of bridge via FSI and concrete damage plasticity under barge-bridge collision [J]. Structures, 2025; 82: 110586. wHuang Z, Yin XF*, Liu Y, Xiang P. Stochastic vibration prediction of long-span bridges under traffic load based on deep neural network of multi-mode information fusion [J]. Advances in Engineering Software, 2025; 207: 103953. wYan WL, Yin XF*, Liu Y, Tuohuti K, Wu LS, Liu Y. Bridge damage detection based on vehicle scanning method and parallel convolutional neural network. Measurement [J]. 2025; 245. wYan WL, Liu Y, Yin XF*, Liu Y, Dong YF. Comparative Analysis of Structural Damage Identification Methods Based on Iterative Reweighted L1/2 Regularization and Three Optimization Functions. International Journal of Structural Stability and Dynamics [J]. 2025; 25(03). wYin XF, Yan WL, Luo ZH, Chen X, Zhang M, Tuerdi K. Structural damage localization based on deflection influence surfaces calculated by the three-dimensional boundary face method. Measurement [J]. 2024; 236. wHuang Z, Yin XF*, Liu Y, Liu Y. Damage identification of truss bridges based on feature transferable digital twins. Measurement [J]. 2024; 233. wYin XF, Huang Z, Liu Y. Bridge damage identification under the moving vehicle loads based on the method of physics-guided deep neural networks [J]. Mechanical Systems and Signal Processing. 2023; 190. wYin XF, Huang Z, Liu Y. Framework of vehicle-bridge coupled analysis for suspension bridges under refined vehicle modeling considering realistic traffic behavior. Structures [J]. 2023; 47: 1991-2005. |