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

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

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

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

Wang, H., Chen, J.*, Nagayama, T. (2019). Parameter identification of Spring-Mass-Damper Model for Bouncing People. Journal of Sound and Vibration, 456, 13-29.

Wang, H., Nagayama, T.*, Su, D. (2019). Estimation of Dynamic Tire Force by Measurement of Vehicle Body Responses with Numerical and Experimental Validation. Mechanical Systems and Signal Processing, 123, 369-385.

Wang, H., Nagayama, T.* (2019). Two-step method for bridge modal mass identification using synchronously measured bridge and vehicle dynamic responses. International Journal of Lifecycle Performance Engineering, 3(3-4), 233-256.

Chen, J., Wang, P., Wang, H.* (2021). Pedestrian-Induced Load Identification from Structural Responses Using a Genetic Algorithm with Numerical and Experimental Validation. ASCE Journal of Bridge Engineering, 04021001.

Wang, H., Zhang, Z., & Chen, J.* (2022). Statistical Analysis and its Validation of the Change in Structural Dynamic Properties under Crowd Bouncing Excitation. International Journal of Structural Stability and Dynamics, 2250160, 1–25. https://doi.org/10.1142/s0219455422501607

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

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

Zeng, D., Wang, H.*, & Chen, J. (2022). Dynamic Reliability Analysis of Large-Span Structures under Crowd Bouncing Excitation. Buildings, 12(232), 12030332.

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