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王卫永,1982年生,男,博士,教授,博士生导师,现任结构工程系主任。2008年6月同济大学获得工学博士学位后进入重庆大学从事教学和科研工作。2010年3-7月和2011年1-11月分别获得对方资助赴日本东京理科大学,美国密歇根州立大学参加合作研究,2014年5月-2015年10月获得CSC资助赴美国德州大学奥斯汀分校进行访问研究。入选首批重庆英才青年拔尖人才项目和重庆市杰出青年基金资助,主持国家级和省部级科研项目20余项,其中国家自然科学基金4项,国家重点研发计划子课题2项;发表学术论文170余篇,其中被SCI收录60余篇,EI收录30余篇;参加国内外学术会议30次;申请发明专利17项,获权专利12项,软件著作权5项;获国际先进材料协会科学家奖,教育部科技进步一等奖1项(7/19),中国钢结构协会科技进步特等奖1项(4/13),中国钢结构协会科技进步一等奖1项(1/15)和中国钢结构协会创新人才奖。


研究方向
1.钢结构和组合结构抗火性能;
2.高性能钢结构体系防灾减灾设计理论;
3.装配式钢结构体系及应用。
在研科研项目:
[1] 名称:冷弯型钢夹支薄板剪力墙耐火性能,任务来源:国家自然科学基金,编号:51878096,经费:72万,起止年月:2019.1-2022.12;
[2] 名称:火灾下考虑高温蠕变特性的高强度钢梁稳定性能研究,任务来源:国家自然科学基金,编号:52178110,经费:69.6万,起止年月:2021.1-2024.12;
[3] 名称:高强钢结构抗火设计理论及应用,任务来源:重庆市自然科学基金,编号:cstc2021jcyj-jqX0021, 经费:50万,起止年月:2021.7-2023.6。

主讲课程
本科生教学:
《工程学导论》;
《土建大类概论与研讨》;
《结构抗火设计基本原理》;
硕士研究生教学:  
《高等工程防火理论》;
《学术规范与研究生论文写作指导》;
博士研究生教学:
专业课《高等钢结构》;
专业课《防灾减灾新技术》;
专业课《土木工程前沿》。

学术兼职
国际先进材料协会会士;
中国钢结构协会专家委员会专家委员;
中国钢结构协会结构稳定与疲劳分会常务理事;
中国建筑学会高层建筑人居环境委员会常务理事;
中国钢结构协会房屋建筑钢结构分会理事;
中国钢结构协会全国钢结构教学委员会委员;
中国消防协会建筑防火专业委员会委员;
中国建筑学会建筑防火综合技术分会理事;
中国土木工程学会防火技术分会理事;
教育部学位中心学位论文评审专家;
国家自然科学基金委员会项目函评专家;
应急管理部天津消防研究所特约研究员;
《土木建筑与环境工程》学报编委;
《International Journal of Structural Stability and Dynamics》国际编委;
《建筑钢结构进展》副主编。

主要成果
编写教材:
[1] 戴国欣主编,钢结构(第四版),武汉理工大学出版社,2012年,编写7.8万字;
[2] 戴国欣主编,钢结构(第五版),武汉理工大学出版社,2019年,编写8.0万字;
[3] 王卫永,李国强主编,结构抗火设计基本原理,中国建筑工业出版社,编写中,40万字。
学术专著:
[1] 王卫永,李国强.高强度Q460钢结构抗火设计原理,38万字,科学出版社,2016;
[2] Weiyong Wang,Venkatesh Kodur. Material properties of steel in fire conditions, Elsevier, 2019。
参编规范:
[1] 钢管约束混凝土结构应用技术规程,JGJ/T471-2019;
[2] 高强钢结构设计标准,JGJ/T483-2020;
[3] 建筑铝合金结构抗火设计规程,T/CECS756-2020;
[4] 钢结构防火涂料应用技术规程,CECS24-2020;
[4] 既有钢结构耐久性检测与评定标准,JGJ/T53-20**;
[5] 装配式建筑防火技术规程,编制中。
审查标准:
[1]GB14907,钢结构防火涂料(英文版),送审稿;
[2]装配整体式混凝土结构套筒灌浆质量检测技术规程,送审稿。
英文期刊论文:
[76].Weiyong Wang*, Yameng Li, Zhiruoyu Wang,Shiyun Pang. Experimental and numerical study on the behavior of high strength Q960 steel columns after fire exposure. Thin-walled structures, 2024,198: 111748. (SCI,EI收录)
[75]. Ziqi Wang, Weiyong Wang*, Chao Gao. Experimental and numerical study on the load-bearing capacity of cold- formed stiffened high-strength steel box columns. Journal of Building Engineering, 2024,83:108412.(SCI,EI收录)
[74]. Weiyong Wang*, Zhenghao Qian, Yifa Zhang, Zhiruoyu Wang. Experimental and numerical study on behaviour of extended end-plate connections with Q960 steel at elevated temperature. Journal of Constructional Steel Research,2024, 213:108384.(SCI,EI收录)
[73]. Xu Liang, Weiyong Wang, Lili Hu*, Peng Feng. Experimental and numerical study on high temperature performance of prestressed CFRP reinforced steel columns. Engineering Structures,2024,301:117347.(SCI,EI收录)
[72]. Weiyong Wang*, Qibo Yang, Xianjue Deng, Ying Ou, Xianchun Jiang. Experimental and numerical study on seismic behavior of special shaped steel truss and concrete composite shear wall. Engineering Structures, 2024,300: 117237.(SCI,EI收录)
[71]. Weiyong Wang*, Dan Huang,Ziqi Wang. Experimental Study on Fire Resistance of High Strength Q960 Steel Columns under Axial Compression. Journal of Constructional Steel Research,2024,212:108317. (SCI,EI收录)

[70]. Yanhong Zhang, Linbo Zhang, Weiyong Wang*. Lateral torsional buckling resistance and design of high strength steel beams subjected to non-uniform temperature. International Journal of Structural Stability and Dynamics,2023,23(16-18):2340010.(SCI,EI收录)
[69]. Jingjie Yang, Weiyong Wang*, Lei Xu, Yu Shi. Global buckling analysis on cold-formed steel built-up box-shape columns at ambient and elevated temperatures. Structures,2023,57:105301.(SCI,EI收录)
[68].Dan Huang,Venkatesh Kodur*,Weiyong Wang,Temperature-dependent properties of high-strength steel for evaluating the fire resistance of structures,Advance in Structural Engineering,2023,26(12):2265-2281.(SCI,EI收录)
[67]. Zhiruoyu Wang*, Mhd Anwar Orabi, Zhuojun Nan, Weiyong Wang, Matthew Mason, David Lange*. The response of diagrid structures to fire. Fire Safety Journal,2023,141:103924.(SCI,EI收录)
[66].Weiyong Wang*,Haojie Fang, Linbo Zhang. Experimental and numerical studies on the behavior of high strength steel shear connections at elevated temperatures. Fire Safety Journal, 2023,139:103820. (SCI,EI收录)
[65]. Weiyong Wang*,Haojie Fang,Zhiruoyu Wang. Comprehensive studies on the behaviors of high strength steel T-stubs with thin-walled flange at elevated temperatures,Thin-walled structures, 2023,199:110998. (SCI,EI收录)
[64] Weiyong Wang*,Zhihao Chen,Linbo Zhang. Numerical studies on response of high-strength steel extended end-plate connections in fire. Fire Technology,2023,59:1585-1612. (SCI,EI收录)
[63]. Yonghui Xing, Ou Zhao,Weiyong Wang*. Testing, modelling and analysis of full-scale cold-formed steel center-sheathed shear walls in fire. Engineering Structures,2023, 284:115970. (SCI,EI收录)
[62]. Peng Lu,Jingjie Yang,Tian Ran,Weiyong Wang*,Experimental study on flexural capacity and fire resistance of high strength Q690 steel flush end-plate connections. Thin-walled structures,2023,184:110506.(SCI,EI收录)
[61].Yonghui Xing,Weiyong Wang*,Ou Zhao,Lei Xu,Yu Shi. Experimental and numerical studies of fire behavior of cold-formed steel center-sheathed walls subjected to gravity loading. Thin-walled structures,2023,183:110455 (SCI,EI收录)
[60]. Jingjie Yang, Xuhong Zhou,Weiyong Wang*,Lei Xu, Yu Shi. Fire resistance of box-shape cold-formed steel built-up columns fails in global buckling: Test, simulation and design. Thin-walled structures,2023,183:110433 (SCI,EI收录)
[59].Zhihao Chen,Weiyong Wang*,Zhiruoyu Wang. Experimental study on high strength Q460 steel extended end-plate connections at elevated temperatures. Journal of Constructional Steel Research,2023, 200:107686. (SCI,EI收录)
[58] Hisham Al-azzani, Weiyong Wang*. Numerical modeling and design approach on restrained Q690 steel beams in fire. Fire safety Journal,2022,134:103696. (SCI,EI收录)
[57] Yonghui Xing, Weiyong Wang*,Ying Ou, Xianchun Jiang,Hisham Al-azzani. Experimental and numerical study on seismic response of steel truss and concrete composite shear wall. Journal of Building Engineering,2022,105399(SCI,EI收录).
[56] Hisham Al-azzani,  Weiyong Wang*,Yanhong Zhang, Yong Ding,Jinyong Xu. Experimental study on behavior of restrained high strength Q690 steel beams exposed to fire. Journal of Constructional Steel Research,2022,197:107463 (SCI,EI收录)
[55] Weiyong Wang*, Ziqi Wang. Preliminary investigation on the bending capacity of a novel connection between the concrete slab and steel beam. Advance in Structural Engineering, 2022,25(11)2255-2270. (SCI,EI收录)
[54].Dan Huang,Linbo Zhang,Weiyong Wang*,Hailiang Mu. Test on post fire residual mechanical properties of high strength Q690 steel considering tensile stress in fire,Journal of Constructional Steel Research,2022(194):107340. (SCI,EI收录)
[53]. Zhanshuo Liang, Weiyong Wang*, Ziqi Wang. Effect of cold-from and tensile strain rate on mechanical properties of Q345 steel at elevated temperatures. Journal of Constructional Steel Research, 2022,191:107192. (SCI,EI收录)
[52] Xuhong Zhou, Yongjun He, Siyu Xiang, Yongliang Zhang, KeKe, Weiyong Wang*. Experimental and numerical studies on response of steel garage subjected to vehicular collision. Structures, 2022, (37): 933-946. (SCI,EI收录)
[51] Weiyong Wang*,Jie Ma,Hisham Al-azzani, Yonghui Xing. Experimental study on seismic performance of steel frame sheathing with concrete and plasterboard composite wall. International Journal of Structure Stability and Dynamics , 2022, 22(3 &4):2240007. (SCI,EI收录)
[50] Hisham Al-azzani,Weiyong Wang*,Yanhong Zhang. Flexural-torsional buckling behavior and design of high strength steel beams in fire conditions. International Journal of Structure Stability and Dynamics, 2022, 22(3&4):2240006. (SCI,EI收录)
[49]. Jingjie Yang, Lei Xu, Yu Shi, Weiyong Wang*. Experimental and analytical study of flexural buckling of cold-Formed steel quadruple-limb built-up box columns, Journal of Structural Engineering,2022, 148 (1): 04021228. (SCI,EI收录)
[48].Jiepeng Liu, Yonghui Xing, Keyan Song Weiyong Wang*. Experimental and numerical study on fire resistance of tubed steel-reinforced concrete stub columns under eccentric compression. Steel and Composite Structures,2021,41(4):549-566.(SCI,EI收录)
[47].Hisham Al-azzani, Weiyong Wang*, Xiang Li. A consistent creep model for high strength steels and numerical investigation of effect on restrained steel beams. Journal of Constructional Steel Research, 2021,187:106937.(SCI,EI收录)
[46].Xuhong Zhou, Jingjie Yang, Jiepeng Liu, Shang Wang, Weiyong Wang*. Fire resistance of thin-walled steel tube confined reinforced concrete middle-length columns: Test, simulation and design method. Structures,2021,34:339-355.(SCI,EI收录)
[45].Ahmed Sharhan, Weiyong Wang*, Xiang Li, Hisham Al-azzani. Steady and transient state tests on local buckling of high strength Q690 steel stub columns. Thin-walled Structures,2021,167:108214.(SCI,EI收录)
[44].Jingjie Yang, Jiepeng Liu, Shang Wang, Weiyong Wang*. Experimental and analytical investigation on fire resistance of circular tubed steel reinforced concrete middle-long columns. Journal of Building Engineering, 2021, 44:102968.(SCI,EI收录)
[43].Weiyong Wang*, Xiang Li, Hisham Al-azzani. Experimental study on local buckling of high-strength Q960 steel columns at elevated temperatures. Journal of Constructional Steel Research, 2021, 183: 106716. (SCI,EI收录)
[42].Yonghui Xing, Weiyong Wang*, Hisham Al-azzani. Assessment of thermal properties of various types of high strength steels at elevated temperatures. Fire Safety Journal, 2021,122: 103348.(SCI,EI收录)
[41].Weiyong Wang*, Ziqi Wang, Zhanshuo Liang, Lei Xu. Effect of tensile-strain rate and specimen width on mechanical properties of cold-formed Q345 steel at elevated temperatures. Journal of Materials in Civil Engineering, 2021, 33(9): 04021218. (SCI,EI收录)
[40].Xuhong Zhou, Jingjie Yang, Weiyong Wang*,Lei Xu, Yu Shi. Mechanical properties and creep strain of Q355 cold-formed steel at elevated temperature. Journal of Constructional Steel Research,2021, 180:106577.(SCI,EI收录)
[39].Hisham Al-azzani, Jingjie Yang, Ahmed Sharhan, Weiyong Wang*. A practical approach for fire resistance design of restrained high-strength Q690 steel beam considering creep effect. Fire Technology, 2021, 57: 1683-1706. (SCI,EI收录)
[38] Ziyue Yang,Weiyong Wang⁎, Juan Zhang, Lei Xu. Effect of fire exposure on residual stresses relief in welded high strength Q690 steel sections. Journal of Constructional Steel Research, 2021, 177: 106455. (SCI,EI收录)
[37] Jingjie Yang, Yue Xia, Weiyong Wang*, Hisham Al-azzani. Fire resistance of axially restrained Q690 H-shaped welded steel columns: Test, simulation and design. Journal of Constructional Steel Research, 2021, 177:106413. (SCI,EI收录)
[36].Huanting Zhou, Conglong Hao, Zhiyuan Zheng, Weiyong Wang*. Numerical studies on fire resistance of prestressed continuous steel–concrete composite beams. Fire Technology, 2020, 56(3), 993-1011.(SCI,EI收录)
[35].Jingjie Yang, Yu Shi, Weiyong Wang*, Lei Xu, Hisham Al-azzani. Experimental and numerical study on axially restrained cold-formed steel built-up box columns at elevated temperature, Journal of Constructional Steel Research, 2020,171:106143.(SCI,EI收录)
[34].Ruizhi Zhang, Jiepeng Liu, Weiyong Wang*,Y. Frank Chen. Fire behaviour of thin-walled steel tube confined reinforced concrete stub columns under axial compression, Journal of Constructional Steel Research, 2020,172:106180.(SCI,EI收录)
[33].Weiyong Wang*, Yanhong Zhang, Lei Xu, Xiang Li. Mechanical properties of high-strength Q960 steel at elevated temperature,Fire Safety Journal,2020,114:103010.(SCI,EI收录)
[32].Weiyong Wang*, Ru Yan, Lei Xu. Effect of tensile strain rate on mechanical properties of high strength Q460 steel at elevated temperatures,Journal of Materials in Civil Engineering. 2020,32(7):04020188.(SCI,EI收录)
[31].Jingjie Yang Weiyong Wang, Yu Shi*, Lei Xu. Experimental study on fire resistance of cold-formed steel built-up box columns. Thin–Walled Structures 147 (2020) 106564.(SCI,EI收录)
[30].Huanting Zhou,Yufan Deng,Yuli Ye,Weiyong Wang*. A Simplified analytical method for fire resistance of prestressed composite steel-concrete beams, Fire Technology,2019.(SCI,EI收录)
[29].Xuhong Zhou, Weiyong Wang*, Keyan Song, Y. Frank Chen. Fire resistance studies on circular tubed steel reinforced concrete stub columns subjected to axial compression. Journal of Constructional Steel Research,2019,159:231–244.(SCI,EI收录)
[28].Wang W.Y.*, Zhou H.Y., Xu L. Creep buckling of high strength Q460 steel columns at elevated temperatures. Journal of Constructional Steel Research,2019,157:414-425.(SCI,EI收录)
[27]Huanting Zhou, Weiyong Wang*, Kang Wang, Lei Xu. Mechanical properties deterioration of high strength steels after high temperature exposure. Constructions and Building Materials, 2019,199:664-675. (SCI,EI收录)
[26].Zhou Xuhong, Shi Yu, Xu Lei, Xiaomei Yao, Wang Weiyong*. A simplified method to evaluate the flexural capacity of lightweight cold-formed steel floor system with oriented strand board subfloor. Thin-walled structures, 2019,134:40-51. (SCI,EI收录)
[25].Weiyong Wang*, Yue Xia,Guoqiang Li. Fire resistance studies on high strength steel structures, International journal of high-rise buildings,2018,7(4):287-298.
[24].Wang Weiyong*, Zhang Linbo, Ge Yong. Behaviour of restrained high strength steel columns at elevated temperature. Journal of Constructional Steel Research 2018,148: 251–264.(SCI,EI收录)
[23].Wang Weiyong*, Zhang Linbo, He Pingzhao. A Numerical Investigation on Restrained High Strength Q460 Steel Beams Including Creep Effect. International Journal of Steel Structures,2018,18(5):1497-1507.(SCI,EI收录)
[22].Wang Weiyong*, Zhou Hongyang, Zhou Yichao,Lei Xu. An approach for predicting fire resistance of high strength Q460 steel beams considering un-uniform temperature distribution. Fire technology, 2018,54(2):437-460. (SCI,EI收录)
[21].Wang Weiyong*, Wang Kang,Kodur VK, Wang Bin. Mechanical properties of high strength Q690 steel at elevated temperature. Journal of Materials in Civil Engineering, 2018, 30(5):04018062.(SCI,EI收录)
[20].Wang W.Y.*, Qin S.Q., Kodur V.K.R. Wang Yuhang. Experimental study on residual stress in welded box-sections after high temperature exposure. Advanced steel construction, 2018,14(1):73-89.(SCI,EI收录)
[19].Wang W.Y.*,Yan S.H. Liu J.P. Test on temperature induced creep in high strength Q460 steel. Materials & Structures,2017,(2): 50-68. (SCI,EI收录)
[18].Wang W.Y.*, Wang K., Engelhardt M.D.,Li G.Q. Behavior of steel-concrete partially composite beams subjected to fire—Part 2:Analytical study. Fire Technology,DOI: 10.1007/s10694-016-0624-0. (SCI,EI收录)
[17].Wang W.Y.*, Engelhardt M.D., Li G.Q., Huang G.S. Behavior of steel-concrete partially composite beams subjected to fire—Part 1:Experimental study. Fire Technology,2016,1-20.(SCI,EI收录)
[16].Wang W.Y.*, Liu T.Z. Experimental and numerical study on post-fire behavior of high-strength Q460 steel columns. Advanced in Structural Engineering, 2016,19(12):1-16. (SCI,EI收录)
[15].Wang W.Y.*, Qin S.Q. Experimental investigation of residual stresses in thin-walled welded H-sections after fire exposure. Thin-walled Structures, 2016, (101):109-119. (SCI,EI收录)
[14].Wang, W.*, Yan, S., and Kodur, V. Temperature Induced Creep in Low-Alloy Structural Q345 Steel. J. Mater. Civ. Eng., 2016, 28(6): 06016003.(SCI,EI收录)
[13].Wang W.Y.*,Liu T.Z. Liu J.P. Experimental study on post fire mechanical properties of high strength Q460 steel. Journal of Constructional Steel Research, 2015,114:100-109.(SCI,EI收录)
[12].Wang W.Y.*, Li G.Q., Ge Y. Residual stress study on welded section of high strength Q460 steel after fire exposure. Advanced steel constructions,2015,11(2):150-164.(SCI,EI收录)
[11].Wang W.Y.*, Kodur VK, Yang X.C., Li G.Q. Experimental study on local buckling of axially compressed steel stub columns at elevated temperatures; Thin-walled structures, 2014,82:33-45.(SCI,EI收录)
[10].Wang W.Y.*,Li G.Q. An approach for evaluating fire resistance of high strength Q460 steel columns. Frontier of Structural and Civil Engineering, 2014, 8(1):26-35.
[9].Wang W.Y.*, Ohmiya Y., Ma G.F. Fire resistance study of axially loaded high strength steel columns. Procedia Engineering,2013,62:690-701.(ISTP收录)
[8].Wang W.Y.*, Bing LIU, Kodur V.K. Effect of temperature on strength and elastic modulus of high strength steel. Journal of Materials in Civil Engineering, 2013,25(2):174-182.(SCI,EI收录)  
[7].Wang W.Y.*, Li G.Q., Kodur V.K. An Approach for Modeling Fire Insulation Damage in Steel Columns, Journal of Structural Engineering, 2013,139(4):491-503.(SCI,EI收录)
[6].Li G.Q., Wang W.Y*. A simplified approach for fire-resistance design of steel-concrete composite beams, Steel & Composite Structures,2013,14(3):295-312.(SCI,EI收录)
[5].Wang W.Y.*, Li G.Q. Fire-resistance study of steel columns with partial fire protection damage. Fire Safety Journal, 2009, 44(8):1088-1094.(SCI,EI收录)
[4].Wang W.Y.*, Li G.Q. Behavior of steel columns in a fire with partial damage to fire protection. Journal of Constructional Steel Research, 2009, 65(6): 1392-1400.(SCI,EI收录)
[3].Li G.Q., Wang W.Y.*, Chen S.W. A simple approach for modeling fireresistance of steel columns with locally damaged fire retardant coating. Engineering Structures, 2009,31(3):617-622.(SCI,EI收录)
[2].Wang W.Y.*, Li G.Q., Dong Y.L. A practical approach for fire-resistance design of extended end-plate joints. Journal of Constructional Steel Research, 2008, 64(12):1456-1462.(SCI, EI收录)
[1].Wang W.Y.*, Li G.Q., Dong Y.L. Experimental study and spring-component modeling of extended end-plate joints in fire. Journal of Constructional Steel Research, 2007, 63 (8):1127-1137.(SCI, EI收录)

获奖情况
[1] 2010年获“上海市研究生优秀成果(博士学位论文)”;
[2] 2011年入选“重庆市首批青年骨干教师资助计划”;
[3] 2012年获“重庆大学十佳优秀青年教师”;
[4] 2014年获“黄尚廉院士青年创新奖”;
[5] 2017年入选“重庆市留学人员回国创新支持计划”;
[6] 2018年获“重庆大学先进工作者”;
[7] 2018年获“重庆大学唐立新优秀科研教师奖”;
[8] 2018年获教育部高等学校科技进步一等奖(7/19);
[9] 2019年入选首批“重庆英才青年拔尖人选计划”;
[10] 2020年获中国钢结构协会科技进步特等奖(4/13);
[11] 2020年获中国钢结构协会创新人才奖;
[12] 2021年入选教育部课程思政教学名师和教学团;
[13] 2021年获“重庆大学河钢奖教金”。
[14] 2022年获国际先进材料协会科学家奖;
[15] 2022年获中国钢结构协会科技进步一等奖(1/15);
[16] 2023年获第11届“重庆大学最受学生欢迎的老师”荣誉称号;

研究生培养
从2009年3月开始招生硕士研究生,从2017年3月开始招生博士生,已毕业33名硕士研究生,3名博士生,目前在读硕士14名,学术博士4名,工程博士3名。
[1] 2015届硕士生刘天姿获得重庆大学优秀硕士学位论文奖和重庆市优秀硕士学位论文奖。
[2] 2016届硕士生何平召,提前毕业,荣获第八届全国结构抗火技术研讨会“优秀青年论文奖”。
[3] 2017届研究生王尚荣获中国钢结构协会稳定与疲劳分会第15届(ISSF-2016)学术交流会(昆明)“优秀论文”奖。
[4] 2017届研究生宋柯岩荣获中国钢结构协会稳定与疲劳分会第15届(ISSF-2016)学术交流会(昆明)“中信设计杯研究生优秀论文奖”。
[5] 2017届研究生宋柯岩发表在期刊《土木建筑与环境工程》上的论文“高温下钢管约束型钢混凝土柱的受力性能”荣获重庆市第18届期刊优秀作品一等奖。
[6] 2018届研究生张琳博,获得CSC资助赴加拿大滑铁卢大学攻读博士学位。
[7] 2019届研究生夏月荣获中国钢结构协会稳定与疲劳分会第16届(ISSF-2018)学术交流会(青岛)“中信设计杯研究生优秀论文奖”,提前毕业。
[8] 2019届研究生张娟荣获中国钢结构协会稳定与疲劳分会第16届(ISSF-2018)学术交流会(青岛)“中信设计杯研究生优秀论文奖”。
[9] 2018届研究生周弘扬,张琳博获得重庆大学和重庆市2019年度优秀硕士学位论文奖。
[10] 2019届研究生张娟获国家奖学金、重庆大学优秀硕士学位论文。
[11] 2018届硕士留学生Ahmed Sharhan获重庆大学校长奖学金硕士毕业后留在团队继续攻读博士学位。
[12] 2019级硕士研究生张艳红获国家奖学金,毕业后赴同济大学攻读博士学位。
[13] 2019级硕士研究生翟思源论文获国家土建结构预制装配化工程技术研究中心评选的最具成果转化价值奖,毕业后赴东南大学攻读博士学位。
[14] 2018级博士研究生杨竞杰获国家留学基金委联合培养博士资助(因疫情放弃)和获国家奖学金。
[15] 2019级博士研究生邢永辉获国家留学基金委资助赴新加坡南洋理工大学联合培养一年。
[16] 2019级硕士研究生张艳红、翟思源获重庆大学和重庆市优秀硕士学位论文奖。
[17] 2021级研究生方浩杰获国家奖学金。

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