曾以华，男，工学博士，副研究员，硕士生导师。分别于2010年、2013年获东南大学土木工程学士、硕士学位，2017年获比利时根特大学博士学位，随后在东南大学工作至今。主要从事多灾变下结构性能评估、城市生命线工程智能运维、结构试验技术方面的研究与应用工作，主持包括国家自然科学基金、国家重点研发计划子课题、江苏省自然科学基金等国家及省部级以上项目6项及其他各类课题3项，在结构工程领域发表一作/通讯高质量论文30余篇，出版学术专著1本，授权国家发明专利5项。

Engineering Structures/Journal of Building Engineering/Structures等国际知名期刊特约审稿人。

主要科研项目：

国家自然科学基金青年项目（52008089），24万元，2021.01-2023.12，项目负责人

省部级技装项目（***2022C004），35万元，2022.11-2024.10，项目负责人

国家重点研发项目子课题（2020YFC1511905)，89万元，2020.11-2024.04，子课题负责人

国家重点研发项目子课题（2019YFC1509305)，109万元，2020.01-2023.12，子课题负责人

江苏省自然科学基金青年项目（BK20180393），20万元，2018.07-2021.06，项目负责人

中国博士后基金面上项目（2018M642142），5万元，2018.09-2019.12，项目负责人

江苏省博士后科研资助计划（2018K094B)，5万元，2018.06-2019.12，项目负责人

代表性学术论文：

[1] Zeng Y., Khan F., Wang C. and Noori, M., 2025. Machine learning‐based resistance prediction model for compressive arch action in concrete beam–column substructures. Struct. Concrete. 2025,1-21.

[2] Zeng Y., Khan F., Wang C., & Noori, M. Prediction Model for Progressive Collapse Resistance of Concrete Beam-Column Subassemblies Considering Tensile Catenary Action using Machine Learning Algorithms. Results Eng. 2025, 108944.

[3] Zeng, Y., Li, Y., Sun, M., Noori, M., & Wei, X. Dynamic progressive collapse response of 3D monolithic precast concrete frame structures considering slab effects. Structures. 2024, 60:105928.

[4] Zeng, Y., Shen, Y., Noori, M., & Wu, G. Experimental study on the progressive collapse resistance of emulative precast concrete beam-column subassemblies with various anchorage details. J Build Eng, 2024, 88:109242.

[5] Zeng, Y., Shen, Y., Noori, M., & Wu, G.  Experimental and analytical investigation on the progressive collapse resistance of precast concrete beam-column subassemblies with connecting steel bars. Structures. 2023, 58:105672.

[6] Zeng, Y., Huang, Y. and Sun, Z.A probabilistic framework for robustness quantification of precast concrete frames under seismic loading. Appl. Sci., 2022, 12(8):3814.

[7] Zeng Y., Chen X., Li X., et al. Strengthening of RC beams using the combination of EB CFRP sheet, NSM CFRP bar and P-SWRs. Struct. Concrete. 2021, 22(1):132-145.

[8] Zeng Y., Li X., Ahmed A. et al. Comparative study on the flexural strengthening of RC beams using EB CFRP sheets, NSM CFRP bars, P-SWRs and their combinations. Adv. Struct. Eng. 2021, 24(5):1009-1023.

[9] Zeng Y., Caspeele R., Matthy S. et al. Reliability analysis of FRP strengthened RC beams considering compressive membrane action. Constr. Build. Mater. 2018(169):473-488. 

[10] Zeng Y., Caspeele R., Matthys S. et al. Compressive membrane action in FRP strengthened RC members. Constr. Build. Mater. 2016, 126:442-452. 

[11] Liu Z., Zhu H., Zeng Y., et al. Study on the flexural properties of concrete beams reinforced with iron-based shape memory alloy rebar. Eng. Struct. 2024, 306:117792.

[12] Liu Z., Zhu H., Dong Z., Wu G., Zeng Y., et al. Experimental investigation on  shear behavior of I-shaped concrete beam with Fe-SMA rebars. Eng. Struct. 2024, 321: 119021.

[13] Zheng Y., Cui C., Dong Z., Zhu H., Zeng Y., and Sun, Y. A Novel Approach of Improving the Fire Resistance of RC Structures Based on the Heat-Induced Prestress of Fe-SMA. Fire Technol. 2025: 1-22.

[14] Zheng Y, Dong Z, Zhu H, Liu Z, Zeng Y. Thermophysical and Mechanical Properties of Iron-Based Shape Memory Alloys at Elevated Temperatures. J Build Eng. 2025,115040.