汪俊华，1987年5月生，博士、校聘教授，主要从事自复位钢筋混凝土工程结构开发及抗震性能、工程结构多灾害耦合效应等的教学与科研工作。2021年入选深圳市高层次人才（后备级），2022年为日本学术振兴会（JSPS）外国人特别研究员项目获得者，是2015年度日本国费全额奖学金获得者。

主持国家自然科学基金项目2项，日本学术振兴会(JSPS)外国人特别研究员项目1项，作为骨干参加国家自然科学基金面上项目3项、深圳市孔雀团队项目1项。发表论文30余篇，其中SCI检索23，授权发明专利3件。

Ø 主要研究领域：

l 自复位钢筋混凝土工程结构开发及抗震性能评价

l 工程结构多灾害耦合效应

l 新型预制滚压路基路面建造技术及性能评价

Ø 受教育经历

2005/09－2009/06，安徽理工大学，土木工程专业，工学学士；

2009/09－2012/03，江苏科技大学，结构工程专业，工学硕士。

2013/04－2013/09，日本神户大学，建筑学专业，研修生。

2013/10－2016/09，日本神户大学，建筑学专业，工学博士。

Ø 研究工作经历

2016/11 – 2019/12，南京工业大学，土木工程学院，博士后；

2020/05 – 2022/12，深圳大学，土木与交通工程学院，专职副研究员；

2022/11 – 2024/11，日本学术振兴会（JSPS），外国人特别研究员；

2025/03  至今  ，南京工业大学，土木工程学院，校聘教授。

Ø 承担的科研项目

Ø 代表性论文（按发表时间倒序）

[1] Wang JH*, Sun YP. Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip [J]. Bulletin of Earthquake Engineering, 2025. https://doi.org/10.1007/s10518-025-02115-y

[2] Hang ZY, Mi ZK, Wu YF, Wang JH*, Yu Y*. Fracture performance of concrete-epoxy mortar interface subjected to bending and shear: experimental and numerical study. Journal of Building Engineering, 2024, 97: 110887.

[3] Guan MS, Yao RL, Wang JH*, Wang X, Li Y. Compressive behavior of manufactured sand recycled coarse aggregate concrete-filled steel tubular short columns. Constructional and Building Materials, 2024, 451: 138907.

[4] Wang JH*, Du DF, Su C. Seismic fragility and post-earthquake reparability of concrete encased-and-filled steel tubular bridge columns with debonded high-strength reinforcements. Bulletin of Earthquake Engineering, 2023, 21: 4877-4904.

[5] Guan MS, Sha M, Wang JH*, Huang XR, Jin GZ. Cyclic behavior of self-slitting squat composite shear walls with concrete-filled steel tubes: experiment. Journal of Constructional Steel Research, 2023, 210: 108054

[6] Wang JH*, Sun YP. Shear strength behavior of high-strength fly ash concrete beams with low-bond reinforcement. Structures, 2023, 54: 1756-1771.

[7] Wang JH*, Sun YP. Seismic safety and post-earthquake resilience of frame with debonded high-strength reinforced concrete-encased-and-filled steel tubular columns. Journal of Earthquake Engineering, 2023, 27(13):3632-3657.

[8] Du DF, Wang JH*, Wang X, Su C. Compressive behavior and stress-strain model of square confined ambient-cured fly ash and slag-based geopolymer concrete. Case Studies in Construction Materials, 2022, 17: e01203. https://doi.org/10.1016/j.cscm.2022.e01203

[9] Wang JH*, Sun YP. Seismic behaviors and resilience of concrete-encased concrete-filled steel tubular columns with debonded high-strength rebars: experiment and assessment. Journal of Earthquake Engineering. 2022, 26:15:8142-8168.

[10] Wang JH*, Sun YP. Seismic fragility and post-earthquake reparability of concrete frame with low-bond high-strength reinforced concrete column. Structures, 2022, 37: 185-202.

[11] Wang JH*, Sun YP*, Takeuchi T. Seismic fragility and post-earthquake reparability of circular reinforced concrete bridge columns with low-bond high-strength reinforcements. Structures, 2021, 34: 840-855.

[12] Wang JH*, Zhang X, Kunnath S, He J, Xiao Y. Post-earthquake fire resistance and residual seismic capacity of RC columns. ACI Structural Journal, 2021, 118(4): 123-135.

[13] Wang JH, Cai GC*, Larbi AS. Lateral Behavior of Rectangular Concrete Columns Reinforced by Partially Debonded High-Strength Reinforcements Based on a Proposed Equivalent Stress Block. Bulletin of Earthquake Engineering, 2021, 19: 1901-1930.

[14] Wang JH*, Kunnath S, He J, Xiao Y. Post-earthquake fire resistance of circular concrete-filled steel tubular columns. ASCE Journal of Structural Engineering. 2020, 146(6): 04020105.

[15] Wang JH*. Cyclic behaviors of reinforced concrete beam-column joints debonded reinforcements and beam failure: experiment and analysis. Bulletin of Earthquake Engineering, 2021, 19: 101-133.

[16] Wang JH*, Sun YP*, Takashi T, Koyama T. Seismic behavior of circular fly ash concrete columns reinforced with low-bond high-strength steel rebar. Structures, 2020, 27: 1335-1357.

[17] Wang JH*, Zhao H*, He J. Seismic behaviors and resilient capacity of CFRP-confined concrete columns with partially debonded high-strength steel rebars. Composite Structures. 2019, 222: 110912.

[18] Wang JH*, Cai GC*, Wu Q. Basic mechanical behaviours and deterioration mechanism of RC beams under chloride-sulphate environment. Construction and Building Materials. 2018, 160: 450-461

[19] Wang JH*, He J, Xiao Y. Fire behavior and performance of concrete-filled steel tubular columns: Review and discussion. Journal of Constructional Steel Research, 157(2019):19-31.

[20] Wang JH*, Sun YP. Influence of bond property of longitudinal bars on seismic behaviour of reinforced-concrete columns. Magazine of Concrete Research, 2020, 72(15): 778-798.

[21] Wang JH, Zhao H*. High Performance Damage-Resistant Seismic Resistant Structural Systems for Sustainable and Resilient City: A Review. Shock and Vibration,

[22] Wang JH*, Sun YP. Equivalent stress block to characterise force–displacement behaviour of circular RC column considering steel bond slip. Magazine of Concrete Research. 2020, 72(22): 1171-1188.

[23] Wang X #, Wang JH#, Kazmi SMS#, Wu YF*. Development of new layered compression casting approach for concrete. Cement and Concrete Composites, 2022, 134: 104738. (#：共同第一作者)

Ø 获专利情况

[1] 汪俊华，汪勋，吴宇飞。一种压缩浇筑钢筋混凝土梁、柱的施工装置。ZL 2022 10361057.9，2022年8月2日。

[2] 汪勋，李迪，黄灏，汪俊华，吴宇飞。一种压缩浇筑钢筋混凝土非矩形梁、柱的施工装置。ZL 2022 2 0782327.9，2022年8月23日。

[3] 黄灏，汪俊华，李迪，吴宇飞。一种基于单元墙体的密水连接装置。ZL 2022 2 1639438.0，2022年10月11日。

[4] 李迪，汪俊华，黄灏，吴宇飞。一种基于墙体的回路型连接装置。ZL 2022 2 1642795. 2，2022年10月11日。

[5] 李迪，汪俊华，黄灏，吴宇飞。一种基于单元墙体的预留孔道型连接装置。ZL 2022 2 1674151.1, 2022年9月13日。

[6] 吴宇飞，汪勋，汪俊华。一种新型压缩浇筑混凝土构件的模具装置。ZL 2022 2 0794019.8，2022年8月12日。

[7] 杭振园，汪俊华，赵伟，朱汉华。一种遭受火灾损伤的混凝土桥梁加固装置及加固方法。ZL201811472442.0，2018年12月04日。

Ø 主要研究方向

钢筋混凝土结构，钢-混凝土组合结构，路基路面。

Ø 招生专业

硕士研究生：结构工程，防灾减灾及防护工程。

Ø 联系方式

Email：wangjunhua@njtech.edu.cn