1.教育背景
2013-09至2018-06，西安建筑科技大学，结构工程，博士
2009-09至2013-06，青岛理工大学，土木工程，学士
2.工作履历
2018-07至2020-12，西安建筑科技大学，土木工程学院，博士后
2022-12至2023-12，新加坡国立大学，土木与环境工程系，访问学者
2020-12至今，西安建筑科技大学土木工程学院教师
3.主讲课程
钢结构设计原理、钢结构设计

钢结构抗连续倒塌研究、装配式结构抗震研究、既有钢结构的性能评估与加固

1.承担项目与课题
(1)	基于多层次子结构的钢框架抗倒塌能力量化评估及设计对策，国家自然科学基金青年科学基金项目（51908449），主持
(2)	弯折钢板增强钢框架节点抗连续倒塌性能及设计方法研究，陕西省自然科学基础研究计划面上项目（2024JC-YBMS-249），主持
(3)	基于空腹效应的钢框架抗倒塌性能分析及提升方法研究，陕西省自然科学基础研究计划项目（2020JQ-660），主持
(4)	基于抗倒塌机制的钢框架鲁棒性定量分析及设计对策，中国博士后科学基金面上资助项目（2018M643593），主持
(5)	基于空腹机制提高钢框架抗倒塌能力的设计方法研究，陕西省教育厅专项科研计划项目（20JK0713），主持
(6)	基于抗倒塌机制的空间钢框架鲁棒性量化评估，西安建筑科技大学人才科技基金项目（RC1827），2018.10-2021.10，主持
(7)	钢框架抗连续倒塌能力量化评估及提升方法研究，西安建筑科技大学D类人才科技基金项目（1608721005），主持
(8)	西安建筑科技大学青蓝学者项目（1608321018），主持

1.论文
(1)Bao Meng, Fudong Li, Weihui Zhong, Shichao Duan, Chenzhou Li. Performance analysis and design method of strengthening beam-column welded connections against progressive collapse [J]. Engineering Structures, 2024, 321: 119005.
(2)Bao Meng, Ke You, Bo Yang, De-Yang Kong, Junlong Wen. Anti-progressive collapse performance and design method of novel T-stub connections [J]. Engineering Structures, 2024, 319: 118880.
(3)Bao Meng, Hui Li, Jat-Yuen Richard Liew, Shan Li, De-Yang Kong. Enhancing collapse resistance of composite substructure with fully welded joints using sliding inner cores [J]. Journal of Engineering Structures (ASCE), 2024, 150(8): 04024085.
(4)Bao Meng, Yunpeng Xiong, Weihui Zhong, Shichao Duan, Hui Li. Progressive collapse behaviour of composite substructure with large rectangular beam-web openings [J]. Engineering Structures, 2023, 295: 116861. 
(5)Bao Meng, Fudong Li, Weihui Zhong, Yuhui Zheng, Qiangqiang Du. Strengthening strategies against the progressive collapse of steel frames with extended end-plate connections [J]. Engineering Structures, 2023, 274: 115154.
(6)Bao Meng, Weihui Zhong, Jiping Hao, Xiaoyan Song, Zheng Tan. Calculation of the resistance of an unequal span steel substructure against progressive collapse based on the component method [J]. Engineering Structures, 2019, 182: 13-28. 
(7)Bao Meng, Hui Li, Honghui Liang, Weihui Zhong, Junlong Wen. Numerical analysis of the seismic performance of existing steel frames with rigid connection with truss-beam-segments [J]. Soil Dynamics and Earthquake Engineering, 2024, 185: 108910.
(8)Bao Meng, Chenzhou Li, Weihui Zhong, Junlong Wen, Qiangqiang Du. Performance analysis of novel-top-seat angle and web double-bending-angle connections against progressive collapse[J]. Journal of Constructional Steel Research, 2024, 220: 108859.
(9)Bao Meng, Qiangqiang Du, Weihui Zhong, Zheng Tan, Ke You. Performance analysis of novel double web V-bending angle-steel connections against progressive collapse [J]. Structures, 2024, 59: 105705.
(10)Bao Meng, Yunpeng Xiong, Weihui Zhong, Chenzhou Li, Hui Li. Collapse resistance analysis of steel frame structures with varying spans using component models [J]. Structures, 2023, 57: 105255.
(11)Bao Meng, Qiangqiang Du, Hui Li, Liangde Li, Yipeng Du, Fudong Li. Improving seismic performance of fully welded connection based on truss beam segments [J]. Journal of Constructional Steel Research, 2023, 211: 108080.
(12)Bao Meng, Hui Li, Deyang Kong, Weihui Zhong, Qiangqiang Du, Ke You. Development of an enhanced top-and seat-angle connection to mitigate progressive collapse [J]. Journal of Constructional Steel Research, 2023, 211: 108116.
(13)Bao Meng, Qiangqiang Du, Weihui Zhong, Zheng Tan, Ke You. Tensile resistance and deformation of novel bending T-stub connections against progressive collapse [J]. Journal of Constructional Steel Research, 2023, 201: 107733.
(14)Bao Meng, Qiangqiang Du, Fudong Li, Shichao Duan, Liangde Li. Seismic performance of steel connections with double-leg energy dissipation cover plates. [J]. Structures, 2022, 43:1945-1961. 
(15)Bao Meng, Liangde Li, Weihui Zhong, Zheng Tan, Qiangqiang Du. Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates [J]. Journal of Constructional Steel Research, 2022, 188:107051.
(16)Bao Meng, Liangde Li, Weihui Zhong, Zheng Tan, Yuhui Zheng. Anti-collapse performance analysis of unequal span steel–concrete composite substructures [J]. Steel and Composite Structures, 2021, 39(4): 383-399. 
(17)Bao Meng, Liangde Li, Weihui Zhong, Jiping Hao, Zheng Tan. Enhancing collapse-resistance of steel frame joints based on folded axillary plates [J]. Advanced steel construction, 2021, 17(1): 84-94. 
(18)Bao Meng, Jiping Hao, Weihui Zhong. Numerical study on the anti-progressive collapse performance of steel frame-steel plate shear wall structures [J]. Journal of Building Engineering, 2021, 35,102049. 
(19)Bao Meng, Jiping Hao, Weihui Zhong, Zheng Tan, Shichao Duan. Improving collapse-resistance performance of steel frame with openings in beam web [J]. Structures, 2020, 27: 2156-2169. 
(20)Bao Meng, Weihui Zhong, Jiping Hao, Zheng Tan, Limin Wang. Anti-progressive collapse performance analysis of composite frame with openings on beam web [J]. Journal of Constructional Steel Research, 2020, 173: 106251. 
(21)Bao Meng, Weihui Zhong, Jiping Hao, Xiaoyan Song. Improving anti-collapse performance of steel frame with RBS connection [J]. Journal of Constructional Steel Research, 2020, 170: 106119. 
(22)Bao Meng, Weihui Zhong, Jiping Hao, Zheng Tan. Improved steel frame performance against progressive collapse with infill panels [J]. Journal of Constructional Steel Research, 2019, 158: 201-212. 
(23)Bao Meng, Weihui Zhong, Jiping Hao. Anti-collapse performances of steel beam-to-column assemblies with different span ratios [J]. Journal of Constructional Steel Research: 2018, 140(1): 125-138. 
(24)Bao Meng, Weihui Zhong, Jiping Hao. Anti-progressive collapse behavior of beam-to-column assemblies with bolted-angle connections under different span ratios [J]. Advances in Structural Engineering, 2018, 21 (6): 891-905. 
(25)Weihui Zhong, Bao Meng, Jiping Hao. Performance of different stiffness connections against progressive collapse [J]. Journal of Constructional Steel Research, 2017, 135(8): 162-175. 
(26)孟宝, 文俊龙, 钟炜辉, 田黎敏. 后张预应力钢框架梁柱子结构抗连续倒塌性能研究[J]. 土木工程学报, 2025, 10.15951/j.tmgcxb.24121038.
(27)孟宝, 杜强强, 钟炜辉, 段仕超, 李亮德. 基于新型耗能板提升钢框架节点抗震和抗连续倒塌能力[J]. 工程力学, 2024, 41(2): 83-97. 
(28)孟宝, 钟炜辉, 郝际平. 不同跨度比下栓焊刚性连接梁柱子结构抗倒塌性能试验研究[J]. 工程力学, 2018, 35(1): 79-87. 
(29)孟宝, 钟炜辉, 郝际平. 基于节点刚度的钢框架梁柱子结构抗倒塌性能试验研究[J]. 工程力学, 2018, 35(6): 88-96. 
(30)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[J]. 华中科技大学学报（自然科学版），2017, 45 (2): 101-109. 
(31)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[J]. 工程力学, 2017, 34(5): 125-131. 
(32)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[J]. 工程科学与技术, 2017, 49(4): 1-11.
(33)钟炜辉, 孟宝, 郝际平, 等. 冷弯薄壁构件腹板局部受压承载力分析及设计建议[J]. 建筑结构, 2015, 45 (5): 86-90.
2.专利
(1)一种钢管混凝土柱与H型梁相连的梁端插入装配式节点[P]. 中国专利: ZL 2022 1 0461562.0, 2024-8-20.（1/5）
(2)一种基于变形需求的装配式钢管柱-H型梁防连续倒塌节点[P]. 中国专利: ZL 2022 1 0461574.3, 2024-8-13. （1/4）
(3)一种空间梁柱子结构抗倒塌性能研究的静力试验装置[P]. 中国专利: ZL201611262633.5, 2023-7-14. （1/4）
(4)基于弯折腋板提高刚性连接结构的抗连续倒塌性能的系统[P]. 中国专利: ZL202010929885.9, 2022-2-22. （1/5）
(5)一种异形多腔钢-混凝土组合柱[P]. 中国专利: ZL201810975204.5, 2020-6-30. （1/4）
(6)多层组合楼板梁柱子结构抗倒塌性能研究的静力试验装置. 中国专利: ZL 201611260135.7, 2023-3-24. （1/4）
(7)一种钢管柱与H型梁相连的梁端卡槽式装配节点[P]. 中国专利: ZL2022 2 1013432.2, 2022-11-15. （1/7）
(8)一种带内板背靠背卷边C形截面冷弯薄壁型钢装配式节点[P]. 中国专利: ZL2022 2 1013578.7, 2022-8-16. （1/6）
(9)一种延性需求的柔性钢梁[P]. 中国专利: ZL2020 2 1949190.9, 2021-6-8. （1/5）
(10)一种预防倒塌的新型装配式节点[P]. 中国专利: ZL201921759972.3, 2020-7-14. （1/3）
(11)防御倒塌的不对称节点加固措施[P]. 中国专利: ZL201921763414.4, 2020-7-14. （1/3）
(12)一种闭合截面柱-槽钢连接的装配式节点[P]. 中国专利: ZL201920036609.2, 2019-10-11. （1/5）
(13)一种圆钢管柱连接的装配式节点[P]. 中国专利: ZL201821377968.6, 2019-07-23. （1/4）
(14)一种错位式半跨钢板剪力墙结构[P]. 中国专利: ZL201821384287.2, 2019-04-16. （1/4）
(15)一种空间梁柱子结构抗倒塌性能研究的静力试验装置[P]. 中国专利: ZL201621488619.2, 2017-07-18. （1/4）
(16)一种关于梁柱子结构抗倒塌性能研究的静力试验装置[P]. 中国专利: ZL201520499329.7, 2015-11-18. （2/2）
3.获奖
(1)2019年度土木工程学院“绍蕃青年学者”
(2)获西安建筑科技大学第三批“优秀青年学者”青蓝青年学者
(3)获陕西省2020年优秀博士学位论文
(4)中国建筑金属协会科学技术奖进步奖，一等奖，排名2/13.
(5)中建集团科学技术奖进步奖，二等奖，排名2/10.
(6)陕西省土木建筑科技奖进步奖，特等奖，排名3/9. 
(7)福建省科学技术奖进步三等奖，排名第3/5.
(8)工程建设科学技术奖进步奖，三等奖，排名第5/10.
(9)中冶集团科学技术奖，二等奖，排名第6/10.