结构健康监测与智能运维

工程结构振动舒适度

结构工程中的大数据与AI技术

国家自然科学基金项目，“基于计算机视觉的人群荷载随机物理模型研究”，2021.1 - 2023.12，主持

国家自然科学基金项目，“基于群智感知的结构振动舒适度限值大数据研究”，2022.1-2025.12，参与

上海市青年科技英才扬帆计划，“基于目标追踪的人群结构耦合动力系统参数识别”，2020.7 - 2023.6，主持

上海市晨光计划，“基于数据驱动的公路桥梁车辆荷载识别”，2021.1 - 2022.12主持，

代表性论著：

1.    Wang H, Nagayama T*, Zhao B, Su D. Identification of moving vehicle parameters using bridge responses and estimated bridge pavement roughness. Engineering Structures 2017; 153: 57–70.

2.    Wang H, Chen J*, Brownjohn JMW. Parameter identification of pedestrian’s spring-mass-damper model by ground reaction force records through a particle filter approach. Journal of Sound and Vibration 2017; 411: 409–421.

3.    Wang H, Nagayama T*, Nakasuka J, Zhao B, Su D. Extraction of bridge fundamental frequency from estimated vehicle excitation through a particle filter approach. Journal of Sound and Vibration 2018; 428: 44–58.

4.    Wang H, Chen J*, Nagayama T. Parameter identification of spring-mass-damper model for bouncing people. Journal of Sound and Vibration 2019; 456: 13–29.

5.    Wang H, Nagayama T*, Su D. Estimation of dynamic tire force by measurement of vehicle body responses with numerical and experimental validation. Mechanical Systems and Signal Processing 2019; 123: 369–385.

6.    Chen J, Wang P, Wang H*. Pedestrian-induced load identification from structural responses using genetic algorithm with numerical and experimental validation. Journal of Bridge Engineering 2021; 26(3): 04021001.

7.    Wang H*, Nagayama T, Su D. Static and dynamic vehicle load identification with lane detection from measured bridge acceleration and inclination responses. Structural Control and Health Monitoring 2021; 28(11): e2823.

8.    Wang H, Zhang Z, Chen J*. Prediction of structural responses induced by single-person jumping through a physical principle based on transfer functions. Advances in Structural Engineering 2022; 25(1): 146–157.

9.    Zeng D, Wang H*, Chen J. Dynamic reliability analysis of large-span structures under crowd bouncing excitation. Buildings 2022; 12(3): 332.

10.  Wang H*, Nagayama T. Response spectrum model of vehicle dynamic load for the prediction of bridge vibration level due to single vehicle-passage. Engineering Structures 2022; 260: 114180.

11.  Wang H, Zhang Z, Chen J*. Statistical analysis and its validation of the change in structural dynamic properties under crowd bouncing excitation. International Journal of Structural Stability and Dynamics 2022; 2250160: 1–25.

12.  Wang H, Zeng D, Cheng Y, Wang P, Chen J*. A design-oriented method for response prediction of light-weight timber floors under bouncing excitation. Advances in Structural Engineering 2022; 25(16): 3464–3474.

13.  Wang H*, Nagayama T, Kawakatsu T, Takasu A. A data-driven approach for bridge weigh-in-motion from impact acceleration responses at bridge joints. Structural Control and Health Monitoring 2023; 2023: 2287978.

14.  Wang H, Ge Q, Zeng D, Zhang Z, Chen J*. Human-induced vibration serviceability: from dynamic load measurement towards the performance-based structural design. Buildings 2023; 13(8): 1977.

15. Zeng D, Wang H*, Chen J. Influence of uncertainties on dynamic properties and responses of human-structure coupled system under bouncing excitations. Probabilistic Engineering Mechanics 2024; 75: 103593.

16. 张卓然, 王浩祺*, 陈隽. 可靠度约束下建筑楼盖人致振动控制方案的拓扑优化方法研究. 工程力学, 2024.