王靖程

职称:副教授

通讯地址:福建省福州市福州地区大学城学园路2号,福州大学土木工程学院

邮政编码:350108

Email:jingchengwang@fzu.edu.cn

个人简介

王靖程,男,浙江义乌人,工学博士,副教授,硕士研究生导师,世界交通运输大会(WTC)“桥梁韧性抗震设计理论和方法(QL0202)”技术委员会青年委员。

主要致力于桥梁韧性抗震理论与技术、基础设施多灾害风险推理、AI赋能的结构设计与性能评估等研究,发表学术论文二十余篇。

招生方向

学术型硕士:桥梁与隧道工程

专业型硕士:土木工程;

欢迎联系报名硕士研究生和本科生科研训练计划项目(SRTP)。

研究方向

桥梁抗震;

基础设施多灾害韧性防灾;

物理试验与AI辅助建模

冲刷与液化效应;

土-桩-结构相互作用;

教育经历

2018.9~2024.6  同济大学,土木工程,博士

2014.9~2018.6  中南大学,土木工程,学士

工作经历

2024.8~至今 福州大学,土木工程学院,副教授 (福建省引进生)

代表性科研项目

福州大学贵重仪器设备开放测试基金,2026T054,2025.11-2026.11,主持

福州大学引进人才科研启动基金,主持

福州市“揭榜挂帅”项目“海上风力发电机组地震响应及机组安全性研究”,2025.8-2028.6,参与

国家自然科学基金面上项目,52178155,2022.1-2025.12,参与

土木工程防灾国家重点实验室基金,SLDRCE 19-B-20,2019.1-2021.12 参与

代表性论文

[1] Wang J., Ye A., Wang X.*, Li Y. (2025) “Vertical load-carrying capacity-based functionality fragility curve (VLCC-FFC) for physics-enhanced probabilistic seismic resilience assessment of bridges: Methodology and application.” Earthquake Engineering & Structural Dynamics, 54(7), 1894-1911. DOI: 10.1002/eqe.4341 (入选Wiley China Excellent Author Program)

[2] Wang J., Wang M., Wang X., Ye A.* (2025) “Quantifying post-earthquake residual vertical load-carrying capacity (VLCC) of RC bridge bents: Parametric study and development of interpretable machine learning models.” Soil Dynamics and Earthquake Engineering, 199, 109662. DOI: 10.1016/j.soildyn.2025.109662

[3] Wang J., Ye A., and Zhou L.* (2023) “Quasi-static tests and numerical simulations of ductile seismic behavior for scoured bridge pile group foundations considering pile uplift.” Ocean Engineering, 290, 116370. DOI: 10.1016/j.oceaneng.2023.116370

[4] Wang J., Ye A., and Wang X.* (2023). “Quantifying easy-to-repair displacement ductility and lateral strength of scoured bridge pile-group foundations in cohesionless soils: A classification-regression combination surrogate model.” Journal of Bridge Engineering (ASCE). 28(11): 04023080. DOI: 10.1061/JBENF2/BEENG-6201

[5] Wang J., Wang X., and Ye A.* (2023) “Ductile behavior of scoured RC pile-group foundations for bridges in cohesionless soils: Parametric incremental dynamic analysis.” Journal of Bridge Engineering (ASCE). 28(9): 04023057. DOI: 10.1061/JBENF2.BEENG-5942

[6] Wang J., Wang X., Ye A.*, and Guan Z. (2023) “Deformation-based pushover analysis method for transverse seismic assessment of inverted Y-shaped pylons in kilometer-span cable-stayed bridges: Formulation and application to a case study.” Soil Dynamics and Earthquake Engineering, 169: 107874. DOI: 10.1016/j.soildyn.2023.107874

[7] Wang J., Wang X., Liu T., and Ye A.* (2022) “Seismic uplift behavior and energy dissipation mechanism of scoured bridge pile-group foundations: Quasi-static test and numerical analysis.” Ocean Engineering, 266(P5): 113172. DOI: 10.1016/j.oceaneng.2022.113172

[8] Esteghamati M. Z.*, Wang J., Wang X., Paal S. G., Murphy J., Namin A., Salman A., Sabari A. A., Ibrar M. A., Mazumder R., Li Y., Shafieezadeh A. (2026) “Making the black box transparent: state of the art in explainable machine learning for structural design and assessment.” Journal of Structural Engineering (ASCE).

[9] Wang X., Liu T., Wang J., and Ye A.* (2022) “Weakened section detailing for scoured/elevated pile groups in sands toward post-earthquake resilient behavior: Quasi-static tests.” Ocean Engineering, 266(P2), 112897. DOI: 10.1016/j.oceaneng.2022.112897

[10] Wang X., Alipour A., Wang J., Shang Y., and Ye A.* (2023) “Seismic resonance behavior of soil-pile-structure systems with scour effects: Shake-table tests and numerical analyses.” Ocean Engineering, 283, 115052. DOI: 10.1016/j.oceaneng.2023.115052

[11] 王靖程, 王晓伟*, 李越, 叶爱君. 中小跨径常规体系连续梁桥地震反应的机器学习预测及可解释性比较研究, 中国公路学报, 2025, 38(7), 61-74. DOI: 10.19721/j.cnki.1001-7372.2025.07.005

[12] 王靖程, 叶爱君, 王晓伟*, 周连绪. 机器学习驱动的砂土场地冲刷桥梁群桩基础地震耗能机制高效识别与分析方法, 工程力学. DOI: 10.6052/j.issn.1000-4750.2024.03.0185

[13] 王靖程, 叶爱君, 王晓伟*, 李越. 液化大变形场地桩柱式墩桥梁震后竖向承载能力损失评估, 工程力学, 2025, 42(6): 174-184. DOI: 10.6052/j.issn.1000-4750.2023.02.0073

[14] 王靖程, 叶爱君*, 王晓伟. 砂土场地桥梁群桩基础延性抗震性能分析, 同济大学学报(自然科学版), 2024, 52(6):893-901. DOI: 10.11908/j.issn.0253-374x.22313

[15] 王晓伟, 钱晋, 叶爱君*, 王靖程, 杨光怡. 砂土场地桩柱式墩桥梁桩身地震需求简化计算方法, 工程力学, 2024, 41(12): 150-157. DOI: 10.6052/j.issn.1000-4750.2022.10.0850

[16] 王靖程, 张德明, 叶爱君*. 横向抗震体系对大跨度自锚式悬索桥地震反应的影响, 土木工程与管理学报, 2019, 36(05):181-186. DOI: 10.13579/j.cnki.2095-0985.2019.05.027

[17] 杨当, 王靖程, 叶爱君*. 土-承台动力相互作用对砂土场地桩基桥梁地震反应的影响, 城市道桥与防洪, 2024, (1):199-204. DOI: 10.16799/j.cnki.csdqyfh.2024.01.049

[18] 王孟欣, 王靖程, 叶爱君*. 基于纤维梁柱单元的墩柱弹塑性性能数值分析模型, 结构工程师, 2024, 40(3), 22-28. DOI: 10.15935/j.cnki.jggcs.20240514.001

[19] Wang J., Guan Z., Bao S., and Cheng L. (2022) “Reconnaissance report on damage of bridges in 2021 Maduo, China, earthquake.” IABSE Congress Nanjing 2022, Nanjing, China. DOI: 10.2749/nanjing.2022.1808

[20] 王靖程, 张德明, 叶爱君. 大跨度自锚式悬索桥横向减震体系设计, 第二十四届全国土木工程学会桥梁及结构工程分会, 中国, 济南, 2020.