学术论文
(1)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.
(2)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.
(3)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.
(4)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.
(5)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.
(6) 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.
(7)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.
(8)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.
(9)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.
(10)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.
(11)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.
(12)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.
(13)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.
(14)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.
(15)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.
(16)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.
(17)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.
(18)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.
(19)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.
(20)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.
(21)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.
(22)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.
(23)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.
(24)孟宝, 钟炜辉, 郝际平, 等. 平齐端板连接钢框架梁柱子结构的抗倒塌性能分析[J]. 西安建筑科技大学学报（自然科学版）, 2016, 48 (3): 376-382.
(25)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.
(26)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.
(27)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.
专利
(1)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（发明专利）
(2)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（发明专利）
(3)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（发明专利）
(4)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, 2/4（发明专利）
(5)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（实用新型）
(6)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（实用新型）
(7)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（实用新型）
(8)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（实用新型）
(9)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（实用新型）
(10)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（实用新型）
(11)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（实用新型）
(12)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（实用新型）
(13)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（实用新型）
(14)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（实用新型）
(15)关于组合楼板梁柱子结构抗倒塌性能研究的静力试验装置[P]. 中国专利: ZL201621488912.9, 2017-07-11, 3/3（实用新型）
获奖
(1)2018.06，西安建筑科技大学优秀博士毕业生
(2)2020.01，2019年度土木工程学院“绍蕃青年学者”
(3)2020.09，获西安建筑科技大学第三批“优秀青年学者”青蓝青年学者
(4)2020.12，获陕西省2020年优秀博士学位论文
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