谢智阳
发布时间: 2026-03-20

 ▎基本信息

  • 职称:副教授

  • 职务:

  • 人才称号:

  • 联系电话:

  • 电子邮箱:zhiyangxie@scut.edu.cn

  • 办公地址:五山校区7号楼7110

 ▎研究方向 

钢结构防灾减灾、金属材料及结构疲劳与损伤

招生专业  

博士生: 土木水利、结构工程、防灾减灾工程及防护工程

硕士生:  土木工程

专业学位硕士:土木水利

 ▎教育与工作经历  

教育经历                     

20149月~20221月,同济大学,土木工程,博士                         

20199月~20214月,加州大学戴维斯分校,土木与环境工程,访问学者                          

20099月~20146月,同济大学,土木工程,学士                            

工作经历                           

202512月至今,华南理工大学,土木与交通学院,副教授                            

20221月~20258月,同济大学,土木工程学院,博士后,导师:王伟教授

 ▎教学与科研情况  

 科研              

科研兴趣:

高性能金属材料力学性态表征;多尺度疲劳损伤机理及失效预测;结构地震损伤评估及性能化修复;结构综合抗灾韧性提升关键技术;基于人工智能的跨尺度力学行为表征及高性能智能计算                            

科研项目:

  1. 国家自然科学基金青年科学基金项目:基于细观滞回损伤模型的可更换耗能钢框架震损演化机理及性态评估,2024.01-2026.12,在研,主持

  2. 上海市“超级博士后”激励计划项目:考虑多耗能机制的可更换减震构件震损机理及预测方法,2022.12-2024.12,结题,主持

  3. 国家自然科学基金面上项目:基于自复位混合阻尼实现钢框架综合韧性提升的多性态地震响应机理与设计调控方法研究,2024.01-2027.12,在研,参与

  4. 国家自然科学基金重点国际合作研究项目:低损伤钢结构体系抗震设计理论与可恢复性评估系统,2019.1-2023.12,结题,参与

  5. 土木工程防灾国家重点实验室自主课题:钢框架中失效柱位置与竖向抗力机制变化,2019.6-2022.6,结题,参与                         

代表性成果

  1. Xie Z, Chen Y*. Experimental and modeling study of uniaxial cyclic behaviors of structural steel under ascending/descending strain amplitude-controlled loading[J]. Construction and Building Materials, 2021, 278. (JCR: Q1, IF = 7.4, 中科院1Top)

  2. Xie Z, Wang W*, Yao Z. Experiments and modeling of shear ultra-low-cycle fatigue of structural steel considering plastic deformation histories [J]. Construction and Building Materials, 2024, 418. (JCR: Q1, IF = 7.4, 中科院1Top)

  3. Xie Z, Wang W*. Experiment and prediction of the strain-range dependent ultra-low-cycle fatigue based on micromechanical cyclic void growth model [J]. Construction and Building Materials, 2024, 449. (JCR: Q1, IF= 7.4, 中科院1Top)

  4. Wang W, Yao Z, Xie Z*. Ductile fracture of LYP225 steel: Effects of stress states and loading histories [J].Construction and Building Materials, 2023, 404. (JCR: Q1, IF = 7.4, 中科院1Top)

  5. Zhu P, Zhao W, Xie Z*, et al. Linear-transformation-free anisotropic ductile fracture model based on critical principal-stress-direction[J].International Journal of Mechanical Sciences, 2024: 109914. (JCR: Q1, IF = 7.1, 中科院1Top)

  6. Xie Z*, Chen Y. Experimental and modeling study of cyclic plasticity and ductile fracture of thin structural steel sheets[J].Thin-Walled Structures, 2021, 162. (JCR: Q1, IF = 5.7, 中科院1Top)

  7. Xie Z, Chen Y*. Numerical study of the robustness of steel moment connections under catenary effect[J].Engineering Structures, 2022, 252. (JCR: Q1, IF = 5.6, 中科院1Top)

  8. Xie Z, Chen Y, Wang W*. Pull-down test and numerical validation of multi-story steel moment frame using pulley-based loading system[J].Journal of Building Engineering, 2022, 57. (JCR: Q1, IF = 6.7, 中科院2Top)

  9. Xie Z, Wang W*, Pan R. Seismic and post-repair performance of the tension-only concentrically braced steel beam-through frame [J].Journal of Building Engineering, 2025. (JCR: Q1, IF = 6.7, 中科院2Top)

  10. Xie Z, Wang W*, Chen Y. Plastic-deformation-history effects on the cyclic ductile fracture of steel sheet under high triaxiality [J]. Engineering Fracture Mechanics, 2023, 289. (JCR: Q1, IF = 4.7, 中科院2Top)

  11. Xie Z, Wang W*, Yao Z. Experiments and modeling of the combined tension-shear ultra-low-cycle fatigue of structural steel sheet regarding loading histories [J]. Engineering Fracture Mechanics, 2024. (JCR: Q1, IF = 4.7, 中科院2Top)

  12. Xie Z, Kanvinde A, Chen Y*. A constitutive model for various structural steels considering shared hysteretic behaviors[J].Journal of Constructional Steel Research, 2021, 176. (JCR: Q1, IF = 4.0, 中科院2)

  13. Xie Z, Chen Y, Wang W*. Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint[J].Journal of Constructional Steel Research, 2022, 196. (JCR: Q1, IF = 4.0, 中科院2)

  14. Xie Z, Chen Y, Wang W*. Stress-state-dependency of post-necking hardening rule and its influence on ductile fracture prediction [J].Journal of Constructional Steel Research, 2023, 202: 107797. (JCR: Q1, IF = 4.0, 中科院2)

  15. Wang S, Wang W*, Xie Z. Nonlinear cyclic behavior of steel tube in concrete-filled steel tube members including local buckling [J].Thin-Walled Structures, 2023, 191. (JCR: Q1, IF = 5.7, 中科院1Top)

  16. He Q, Yam M C H*, Xie Z, et al. Experimental and modelling study of cyclic plasticity of high strength steel Q690[J].Journal of Constructional Steel Research, 2022, 196. (JCR: Q1, IF= 4.0, 中科院2)

  17. He Q, Yam M C H*, Xie Z, et al. A numerical framework of the phenomenological plasticity and fracture model for structural steels under monotonic loading [J]. Steel and Composite Structures, 2022, 44.4.573. (JCR: Q1, IF = 4.0, 中科院3)

  18. Zhu P, Chen S, Zhang Q, Xie Z. Testing and characterization of anisotropic plasticity of 6061-T6 aluminum alloy sheet: From in-plane to out-of-plane[J].Engineering Fracture Mechanics, 2024: 110736. (JCR: Q1, IF = 4.7, 中科院2Top)

  19. Wang S, Wang W, Wu Y, Xie Z. Machine learning-aided hysteretic response prediction of double skin composite wall under earthquake loads[J].Journal of Building Engineering, 2025: 111837. (JCR: Q1, IF = 6.7, 中科院2Top)

 ▎其他 

Google scholar

https://scholar.google.com/citations?user=5cUQUZ4AAAAJ&hl=zh-CN

ResearchGate

https://www.researchgate.net/profile/Zhiyang-Xie?ev=hdr_xprf