许明赛 助理教授

厦门大学建筑与土木工程学院土木工程系 桥梁工程方向

邮箱：xumingsai@xmu.edu.cn

教育背景

2020.09-2024.09，加拿大麦克马斯特大学，土木工程，博士

2017.09-2020.07，同济大学，建筑与土木工程，硕士

2013.09-2017.07，厦门大学，土木工程，学士

工作经历

2025.07-至今，厦门大学，助理教授

2024.10-2025.06，加拿大麦克马斯特大学，博士后

研究方向

气候变化背景下桥梁安全与风险应对

桥梁结构腐蚀与长期性能演化

桥梁维护管理策略

科研项目

1. 加拿大安大略省交通局，Corrosion Rates of Steel Piles in Ontario，合作申请，2025.03-2027.03

2. 加拿大安大略省交通局，Design of Compression Structural Components within Soil，合作申请，2025.03-2027.03

3. 加拿大安大略省交通局，Practical Field Chloride Content Testing in Concrete Structures，主要参与，2024.05-2026.05

4. 加拿大自然科学与工程研究基金项目，Operationalizing Connected and Automated Truck Platooning on Canadian Highway Infrastructure for GHG Emissions Mitigation，主要参与，2023.03-2027.03

5. 加拿大安大略省交通局，Lifetime Serviceability and Safety of Highway Bridges Subjected to Corrosion and Vehicular Collision，主要参与，2022.04-2024.04

6. 加拿大安大略省交通局，Development of Computer Tools to Analyze a Concrete Section Subject to Combined Loading，主要参与，2022.04-2023.04

7. 加拿大自然科学与工程研究基金项目，Next Generation Earthquake-resilient Precast Concrete Bridges in a Changing Climate，参与，2021.04-2026.04

期刊论文

[1] Xu, M.*, & Yang, C. (2025). Structural Adequacy and Network Criticality: An Integrated Approach for Prioritizing Bridge Adaptation to Automated Truck Platooning. Journal of Bridge Engineering, 30(4), 04025009.

[2] Xu, M.*, Zheng, Y., & Yang, C. (2024). Assessing Highway Bridge Chloride Exposure at a Provincial Scale: Mapping and Projecting Impacts of Climate Change. Journal of Bridge Engineering, 29(8), 04024061. 

[3] Xu, M.*, & Yang, C. (2024). Bridges in a changing climate: Fragility-based approach for evaluating the time-variant performance of bridges subjected to heavy vehicle collisions. Engineering Structures, 305, 117717.

[4] Xu, M.*, & Yang, C. (2023). Mapping the chloride-induced corrosion damage risks for bridge decks under climate change. Structure and Infrastructure Engineering, 21(5), 725–741.

[5] Xu, M.*, Yang, C., Fan, W., Sun, W., & Mohsin, E. (2023). Design loads and integrated performance metrics for highway bridges impacted by heavy vehicles. Structure and Infrastructure Engineering, 21(4), 579–598.

[6] He, H., Xu, M.*, & Yang, C. (2025). Experimental Investigation of Ultra-High-Performance Concrete for Capacity-Protected Pile Shafts Connecting with Precast Columns. Journal of Structural Engineering. (Accepted)

[7] He, H., Xu, M., & Yang, C. (2025). Time-varying seismic vulnerability of precast column-to-pile shaft pier assemblies. Engineering Structures, 334, 120275.

[8] Zhang, B., Lu, G., Yang, C., Xu, M., & Wang, K. (2024). Seismic damage assessment of bonded versus unbonded laminated rubber bearings: A deep learning perspective. Engineering Structures, 321, 118996.

[9] He, H., Xu, M., & Yang, C. (2024). A Strut-and-Tie Model Approach to Design Precast Column-to-Pile Shaft Member Socket Connections against Prying-Action Failure. Journal of Bridge Engineering, 29(5), 04024019.

[10] Cheng, J., Xu, H., & Xu, M. (2020). Study on midtower longitudinal stiffness of three-tower four-span suspension bridges with steel truss girders. Structural Engineering and Mechanics, 73(6), 641-649.

[11] Cheng, J., Xu, M., & Xu, H. (2019). Mechanical performance study and parametric analysis of three-tower four-span suspension bridges with steel truss girders. Steel and Composite Structures, 32(2), 189-198.

[12] Cheng, J., Xu, M., & Xu, H. (2019). Mechanical performance analysis and parametric study of double-deck plate-truss composite steel girders of a three-tower four-span suspension bridge. Engineering Structures, 199, 109648.