学术论文
(1)Bao Meng, Liangde Li, Weihui Zhong, et al. Anti-collapse performance analysis of unequal span steel–concrete composite substructures [J]. Steel and composite structure, 2021, 4(39): 383-399.
(2)Bao Meng, Liangde Li, Weihui Zhong, et al. Enhancing collapse-resistance of steel frame joints based on folded axillary plates[J]. Advanced steel construction, 2021, 1(17): 84-94.
(3)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.
(4)Bao Meng, Jiping Hao, Weihui Zhong, et al. Improving collapse-resistance performance of steel frame with openings in beam web [J]. Structures, 2020, 27: 2156-2169.
(5)Bao Meng, Weihui Zhong, Jiping Hao, et al. Anti-progressive collapse performance analysis of composite frame with openings on beam web [J]. Journal of Constructional Steel Research, 2020, 173: 106251.
(6)Bao Meng, Weihui Zhong, Jiping Hao, et al. Improving anti-collapse performance of steel frame with RBS connection [J]. Journal of Constructional Steel Research, 2020, 170: 106119.
(7)Bao Meng, Weihui Zhong, Jiping Hao, et al. Improved steel frame performance against progressive collapse with infill panels [J]. Journal of Constructional Steel Research, 2019, 158: 201-212.
(8) Bao Meng, Weihui Zhong, Jiping Hao, et al. 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.
(9)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.
(10)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.
(11)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.
(12)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.
(13)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.
(14)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]. 威尼斯娱乐官网地址4886a学报(自然科学版), 2016, 48 (3): 376-382.
(15)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.
(16)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.
(17)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.
(18)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.
(19)钟炜辉, 孟宝, 郝际平. 钢框架腹板双角钢连接梁柱子结构抗倒塌性能分析[J]. 威尼斯娱乐官网地址4886a学报(自然科学版), 2016, 48 (1): 89-94.
(20)钟炜辉,宋晓燕,孟宝. 弱轴栓焊连接梁柱子结构抗倒塌性能试验研究[J]. 工程科学与技术, 2018, 50(2): 42-49.
专利
(1)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)
(2)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)
(3)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)
(4)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)
(5)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)
(6)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)
(7)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)
(8)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)
(9)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)
(10)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,威尼斯娱乐官网地址4886a优秀博士毕业生
(2)2020.01,2019年度威尼斯娱乐官网地址4886a“绍蕃青年学者”
(3)2020.09,获威尼斯娱乐官网地址4886a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