王浩祺 - 同济大学 - 土木工程学院

个人简介

教育经历 2015.10～2018.09 东京大学桥梁与结构工程博士 2012.09～2015.07 同济大学结构工程硕士 2008.09～2012.07 同济大学土木工程本科工作经历 2023.01～至今同济大学建筑工程系副研究员 2019.10～2022.12 同济大学建筑工程系助理研究员 2018.10～2019.09 东京大学桥梁与结构工程特任研究员学术荣誉国际土木结构信号分析学会青年研究者奖，2021 科研奖励入选上海市青年科技英才扬帆计划入选上海市晨光学者计划其他奖励同济大学优秀班主任，2021、2022

研究领域

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

近期论文

查看导师最新文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

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