科研获奖
1.陕西省科学技术奖一等奖,现代钢管结构理论研究及关键技术应用,2019,排名4
2.中冶集团科学技术一等奖,大型复杂钢结构关键理论及建造技术研究与应用,2019,排名8
3.陕西省科学技术奖二等奖,超载服役公路钢桥状态评估、加固及养护关键技术的研究与应用,2012,排名7
教学获奖
1.陕西省教学成果二等奖,专创融合,多层递进,钢结构人才培养模式的探索与实践,2022,排名1
2.陕西省教学成果一等奖,面向创新型人才需求的土木工程专业实践教学改革与实践,2020,排名2
3.陕西省教学成果一等奖,培根铸魂、启智筑基,土木工程专业四维协同育人模式的探索与实践,2022,排名4
4.陕西省教学成果一等奖,集一流队伍、建一流课程、创一流平台,打造一流土木工程专业,2018,排名4
5.陕西省教学成果一等奖,土木工程专业本科工程教育的改革与实践,2015,排名4
6.陕西省教学成果一等奖,四维一体-专创融合-项目驱动的大学生实践创新能力培养体系构建与实践,2022,排名7
7.宝钢教育优秀教师奖,2021
科研论文
[1] Wei-hui Zhong, Zheng Tan, Li-min Tian, Bao Meng. Collapse resistance of composite beam-column assemblies with unequal spans under an internal column-removal scenario. Engineering Structures, 2020, 206: 110-143
[2] Zhong Weihui, Tan Zheng, Meng Bao. Comparative evaluation of collapse behavior at different structural levels with different connections. Journal of Constructional Steel Research, 2022, 193: 107280
[3] Weihui Zhong, Bao Meng, Jiping Hao. Performance of different stiffness connections against progressive collapse. Journal of Constructional Steel Research, 2017, 135: 162-175
[4] Zhong Weihui, Zheng Yuhui, Meng Bao. Collapse resistance of multi-storey steel frame structures: Evaluation method based on member resistance. Journal of Building Engineering, 2022, 50: 104129
[5] Zhong Weihui, Zheng Yuhui, Zheng Tan. A novel progressive collapse design concept for structural systems based on regional behaviors. Journal of Building Engineering, 2022, 6: 104819
[6] Zhong Weihui, Zheng Tan, Tian Limin. Collapse resistant performance of a single story frame assembly and multi-story sub frame under an internal column removal scenario. Steel and Composite Structures, 2021, 41: 663-679
[7] Zhong Weihui, Tan Zheng, Song Xiaoyan. Anti-collapse analysis of unequal span steel beam-column substructure considering the composite effect of floor slabs. Advance Steel Construction, 2019, 15: 377-385
[8] Zhong Weihui, Song Xiaoyan, Ma Baoqian. Analysis of anti-collapse performance of beam-column substructure with welded flange-bolted web connection in minor-axis direction under different span ratios. International Journal of Structural Stability and Dynamics, 2019, 19: 1940005
[9] 钟炜辉, 郑玉辉, 谭政. 基于纤维模型的顶底角钢腹板双角钢连接组合梁柱子结构抗倒塌机理分析. 建筑结构学报, 2022, 43(06): 142-154+175
[10] 钟炜辉, 谭政, 宋晓燕, 孟宝. 不同跨度比组合梁柱子结构抗倒塌性能试验研究. 建筑结构学报, 2020, 41(9): 45-55
[11] 钟炜辉, 孟宝, 郝际平. 不对称跨度下钢框架梁柱子结构抗倒塌性能分析. 工程力学. 2017, 34(5): 125-131
[12] 钟炜辉, 谭政, 宋晓燕. 基于楼板组合效应的梁柱子结构抗倒塌性能研究. 振动与冲击, 2021, 40(10): 261-270
[13] 钟炜辉, 谭政, 宋晓燕, 孟宝. 不对称跨度下钢框架组合梁柱子结构抗倒塌能力分析. 振动与冲击, 2020, 39(13): 260-266
[14] 钟炜辉, 宋晓燕, 孟宝, 巩乐. 弱轴栓焊连接梁柱子结构抗倒塌性能试验研究. 工程科学与技术, 2018, 50(2): 42-49
[15] 钟炜辉, 孟宝, 郝际平. 不同跨度比下腹板双角钢连接抗倒塌性能研究. 工程科学与技术, 2017, 49(4): 86-96
[16] 钟炜辉, 孟宝, 郝际平. 钢框架栓焊连接梁柱子结构抗倒塌性能分析. 华中科技大学学报(自然科学版), 2017, 45(2): 101-109