Identification of moving loads based on the information fusion of weigh-in-motion system and multiple camera machine vision D Dan, L Ge, X Yan Measurement 144, 155-166, 2019 | 94 | 2019 |
An accurate and robust monitoring method of full‐bridge traffic load distribution based on YOLO‐v3 machine vision L Ge, D Dan, H Li Structural Control and Health Monitoring 27 (12), e2636, 2020 | 79 | 2020 |
Real-time dynamic displacement monitoring with double integration of acceleration based on recursive least squares method W Zheng, D Dan, W Cheng, Y Xia Measurement 141, 460-471, 2019 | 62 | 2019 |
Exact dynamic characteristic analysis of a double-beam system interconnected by a viscoelastic layer F Han, D Dan, W Cheng Composites Part B: Engineering 163, 272-281, 2019 | 55 | 2019 |
An exact solution for dynamic analysis of a complex double-beam system F Han, D Dan, W Cheng Composite Structures 193, 295-305, 2018 | 55 | 2018 |
Analysis on the dynamic characteristic of a tensioned double-beam system with a semi theoretical semi numerical method H Fei, D Danhui, W Cheng, P Jia Composite Structures 185, 584-599, 2018 | 49 | 2018 |
Digital twin system of bridges group based on machine vision fusion monitoring of bridge traffic load D Dan, Y Ying, L Ge IEEE Transactions on Intelligent Transportation Systems 23 (11), 22190-22205, 2021 | 45 | 2021 |
A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer H Fei, D Danhui, C Wei, Z Jubao Applied Mathematical Modelling 80, 911-928, 2020 | 45 | 2020 |
Unified modal analysis of complex cable systems via extended dynamic stiffness method and enhanced computation D Dan, F Han, W Cheng, B Xu Structural Control and Health Monitoring 26 (10), e2435, 2019 | 35 | 2019 |
A dynamic stiffness-based modal analysis method for a double-beam system with elastic supports H Fei, D Danhui, D Zichen Mechanical Systems and Signal Processing 146, 106978, 2021 | 31 | 2021 |
Automatic recognition of surface cracks in bridges based on 2D-APES and mobile machine vision D Dan, Q Dan Measurement 168, 108429, 2021 | 28 | 2021 |
Experimental and theoretical study on cable-supporting system H Fei, D Danhui, Z Yiqing, L Huan Mechanical Systems and Signal Processing 140, 106638, 2020 | 28 | 2020 |
Extension of dynamic stiffness method to complicated damped structures F Han, D Dan, W Cheng Computers & Structures 208, 143-150, 2018 | 26 | 2018 |
Free vibration of the complex cable system− An exact method using symbolic computation H Fei, D Danhui Mechanical Systems and Signal Processing 139, 106636, 2020 | 25 | 2020 |
An improved Wittrick-Williams algorithm for beam-type structures F Han, D Dan, W Cheng, Z Jubao Composite Structures 204, 560-566, 2018 | 25 | 2018 |
Determination of cable force based on the corrected numerical solution of cable vibration frequency equations D Dan, Y Chen, X Yan Struct. Eng. Mech 50 (1), 37-52, 2014 | 24 | 2014 |
Real time monitoring and evaluation of overturning risk of single-column-pier box-girder bridges based on identification of spatial distribution of moving loads L Ge, D Dan, X Yan, K Zhang Engineering Structures 210, 110383, 2020 | 21 | 2020 |
Monitoring index of transverse collaborative working performance of assembled beam bridges based on transverse modal shape D Dan, Z Xu, K Zhang, X Yan International Journal of Structural Stability and Dynamics 19 (08), 1950086, 2019 | 20 | 2019 |
Evaluation of lateral cooperative working performance of assembled beam bridge based on the index of strain correlation coefficient D Dan, Y Zhao, X Wen, P Jia Advances in Structural Engineering 22 (5), 1062-1072, 2019 | 20 | 2019 |
Dynamic characteristics of a double-layer sheathing cable system based on dynamic stiffness theory F Han, DH Dan, XF Yan International Journal of Structural Stability and Dynamics 18 (07), 1850096, 2018 | 19 | 2018 |