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钟渝楷

发布者:[发表时间]:2023-03-21 [来源]: [浏览次数]:

姓名:钟渝楷                             

职称:副教授    

基本信息:男,汉族,广东揭阳人       

办公地点:广州市番禺区大学城外环西路230号广州大学工程北楼310

电子邮箱 yukai.zhong@gzhu.edu.cn

研究方向:钢管混凝土组合结构,不锈钢-再生混凝土组合结构,高强钢结构,不锈钢结构


教育背景

2019.7 – 2022.5  南洋理工大学 (Nanyang Tenchological University) 结构工程 博士

2014.9 – 2016.6  华南理工大学 结构工程 (本硕创新班)  硕士   

2010.9 – 2014.6  华南理工大学 工程力学 (本硕创新班)  本科  

工作经历

2023.2 至今 广州大学 风工程与工程振动研究中心 “百人计划”副教授

2022.6 – 2022.12  南洋理工大学 博士后

2019.3 – 2019.7  南洋理工大学 副研究员  

2016.7 – 2019.2  华南理工大学建筑设计研究院有限公司(方小丹建筑结构院) 结构工程师

科研成果:近年来以第一作者在 Engineering Structures, Thin-walled Structures, Journal of Structural Engineering, Journal of Constructional Steel Research等结构工程领域权威期刊发表论文十多篇。

近年代表性研究成果

1.         Zhong, Y., Sun, Y., Tan, K.H. and Zhao, O. (2021) Testing, modelling and design of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending. Engineering Structures, 241, 112334. (JCR Q1)

2.         Zhong, Y., Tan, K. H. and Zhao, O. (2021) Experimental and numerical investigations of S700 high strength steel tubular section stub columns after exposure to elevated temperatures. Thin-Walled Structures, 163, 107669. (JCR Q1)

3.         Zhong, Y., Sun, Y., Tan, K.H. and Zhao, O. (2021) Post-fire behaviour and residual resistances of S700 high strength steel tubular section stub columns under combined loading. Thin-Walled Structures, 169, 108275. (JCR Q1)

4.         Zhong, Y., Sun, Y., Zhao, O. and Gardner, L. (2022) Structural Response and Residual Capacity of S700 High-Strength Steel CHS Columns after Exposure to Elevated Temperatures. Journal of Structural Engineering, 148(6), 04022050. (JCR Q2)

5.         Zhong, Y. and Zhao, O. (2022) Concrete-filled high strength steel tube stub columns after exposure to fire: Testing, numerical modelling and design. Thin-walled Structures, 177, 109428. (JCR Q1)

6.         Zhong, Y., Zhao, O. and Young, B. (2022) Experimental and numerical investigations of recycled aggregate concrete-filled stainless steel tube stub columns under combined compression and bending. Engineering Structures, 266, 114502. (JCR Q1)

7.         Zhong, Y., Jiang, K. and Zhao, O. (2022) Post-fire behaviour and capacity of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending. Engineering Structures, 253, 113837. (JCR Q1)

8.         Zhong, Y., Zhao, O. and Grander, L. (2022) Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire. Thin-walled Structures, 175, 109248. (JCR Q1)

9.         Zhong, Y. and Zhao, O. (2022) Concrete-filled high-chromium stainless steel tube stub columns under combined compression and bending: Experimental and numerical investigations. Thin-walled Structures, 180, 109762. (JCR Q1)

10.      Zhong, Y. and Zhao, O. (2022) Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending. Thin-walled Structures, 181, 110004. (JCR Q1)

11.      Zhong, Y. and Zhao, O. Behaviour of eccentrically loaded circular recycled aggregate concrete-filled stainless-steel tube stub columns. Journal of Constructional Steel Research, 198, 107568. (JCR Q2)

12.      Zhong, Y. and Zhao, O. Post-fire local buckling behaviour of cold-formed S700 high strength steel circular hollow sections under axial compression: Experiments, modelling and design. Thin-walled Structures, 184, 110511. (JCR Q1)