陈雨

作者: 时间:2026-09-18 点击数:

陈雨

基本信息

男,汉族

1997年6月生,河南开封人,

工学博士,讲师,硕士生导师

所在系所:韧性结构与防灾减灾研究所

联系邮箱:chen_y@zzu.edu.cn

       

教育/工作经历

●2015.09-2019.07,同济大学,土木工程,本科

●2019.09-2025.09,同济大学,结构工程,博士

(硕博连读,钢与轻型结构研究室,导师:周锋)

●2023.12-2024.11,伦敦帝国理工学院,联合培养,

(导师:Leroy Gardner, Christian Malaga Chuquitaype)

●2025.12-至今,郑州大学,土木工程学院,讲师

(高性能组合结构团队,合作导师:张哲教授)

研究领域

1.钢结构与组合结构

2.结构抗震性能化设计与韧性评估方法

3.金属增材制造与智能化设计

承担项目

1. 国家自然科学基金青年科学基金项目C类(52608348),2027.01-2029.12,主持;

2. 土木工程防灾国家重点实验室自主研究课题基金(SLDRCE19-B-07),2019.01-2022.12,参与;

3. 中海油研究总院委托项目,2026.07-2028.07,参与

4. 中国水利水电第七工程局委托项目,2021.01-2024.01,参与

5. 国网上海市电力公司委托项目,2021.11-2022.11,参与

社会兼职

《Journal of Constructional Steel Research》、《Structures》、《Construction and Building Materials》、《Soil Dynamics and Earthquake Engineering》等期刊审稿人

发表论文

[1]陈雨, 周锋.套管式屈曲约束支撑内芯抗屈曲机理研究.工程力学, 2026, 43 (6): 65-78.

[2]陈雨,周锋,杨子畅,张哲. 地震作用下基于应变的板组钢构件塑性局部屈曲预测方法. 第十二届地震工程学术会议, 2026 (2026年度恢先地震工程学优秀学术会议论文奖.

[3]Chen Y, Malaga-Chuquitaype C, Zhou F, Gardner L. Predicting local buckling in steel members under cyclic loads: A strain-based approach using the CSM. Engineering Structures, 2025, 345: 121473.

[4]Yang Z-C, Chen Y*(通讯作者), Zhou F, Gardner L, Li G-Q.Testing and cross-section design of hot-rolled steel I-section beams under moment gradients. Engineering Structures, 2025, 338: 120610.

[5]Du X, Zhou F, Xu H, Chen Y* (通讯作者). Shear behaviour and design for non-orthogonal L-joints of steel-plate composite walls. Structures, 2025, 82: 110704.

[6]Chen Y, Zhou F, Zheng S, Li H-T, Su S. Cyclic behavior of cold-formed stainless steel sandwich tubular brace: An experimental investigation. Journal of Building Engineering, 2024, 96: 110625.

[7]Chen Y, Zhou F, Zheng S, Li J, Shang C, Lin X. Influence of cyclic hardening characteristic on seismic performance of welded austenitic stainless steel H-section beam-column. Engineering Structures, 2023, 288: 116210.

[8]Chen Y, Zhou F, Zhang R, Cai Y-C. Experimental study on seismic behavior of welded H-section stainless steel beam-columns. Engineering Structures, 2022, 259: 114105.

[9]Zhou F, Chen Y* (通讯作者), Wang W, Xie W, Ying T-Y, Yue G-P. Investigation of hot spot stress for welded tubular K-joints with stiffeners. Journal of Constructional Steel Research, 2022, 197: 107452.

[10]Chen Y, Zhou F, Wang W, Xia X, Ying T-Y. Experimental and numerical studies on the hot spot stress calculation method for welded CHS X-joints stiffened by internal ring stiffeners. Advances in Structural Engineering, 2022.

[11]Su S, Zhou F, Cai Y, Chen Y. Residual stresses of wire arc additively manufactured stainless steel square hollow section members. Journal of Constructional Steel Research, 2026, 244: 110477.

[12]Zhu Y, Yang Z, Su S, Chen Y, Zhang M, Li G-Q. Cross-sectional behaviour and design of hot-rolled carbon steel circular hollow section beams under moment gradients. Thin-Walled Structures, 2025, 215: 113454.

[13]Yang Z, Zhu Y, Su S, Chen Y, Huang C, Li G-Q. Moment gradient effects on load-carrying capacity of stainless-steel SHS and RHS beams. Journal of Constructional Steel Research, 2025, 229: 109531.

[14]Zheng S, Zhou F, Chen Y, Li H-T, Su S. Experimental study of the structural behavior of cold-formed S30408 stainless steel square hollow section braces under various cyclic axial loading protocols. Thin-Walled Structures, 2025, 217: 113919.

[15]Zheng S, Zhou F, Chen Y. Influence of cyclic hardening characteristic on seismic performance of cold-formed S30408 austenitic stainless steel RHS and SHS bracing members. Engineering Structures, 2025, 343: 121254.

[16]Zhou F, Cai Y, Xu J, Chen Y-Y, Chen Y. Experimental and numerical investigations on pre-twisted steel box-section columns. Engineering Structures, 2021, 246: 112996.