喻君，浙江长兴人，博士，教授，博导。2012年10月获新加坡南洋理工大学博士学位。兼任美国土木工程师学会（ASCE）、国际防护结构协会（IAPS）、中国建筑学会抗震防灾分会建筑结构抗倒塌专业委员会会员等。担任《Engineering Structures》、《建筑结构学报》等本领域一流期刊的审稿人。主要从事结构工程和防灾减灾及防护工程领域的基础和应用研究工作，包括钢筋混凝土结构、钢-混凝土组合结构、结构防连续倒塌性能和结构抗爆炸性能等研究方向。主持完成和在研国家、江苏省自然科学基金5项，包括国家自然科学基金面上项目和江苏省优秀青年基金项目。获省部级科技进步一等奖1项、自然科学技术奖二等奖1项、省级教学成果奖二等奖1项。发表学术论文70余篇，其中一作/通讯作者SCI收录论文40余篇（含高被引论文2篇），基于Scopus引用2100余次，连续入选土木工程全球2%顶尖科学家榜单。参编中文教材2本，参编行业标准2部。获江苏省优秀青年基金、江苏高校“青蓝工程”及江苏省“双创博士”（世界名校类）资助。获2023年期刊Structures最佳论文奖、2012年国际防护结构设计与分析会议（DAPS）最佳论文奖。

[1] 美国土木工程师学会（ASCE）会员

[2] 国际防护结构协会（IAPS）会员

[3] 中国建筑学会抗震防灾分会建筑结构抗倒塌专业委员会会员

[4] 中国地震学会基础设施防震减灾青年委员会委员

[5] 中国工程建设标准化协会标准《建筑结构抗倒塌设计标准》（T/CECS 392-2021）主要起草人成员

[6] 中国能源行业标准《水工混凝土结构设计规范》（NB/T 11011-2022）主要起草人成员

[7]《兵工学报》期刊青年编委

本科生课程：《程序语言与科学计算II》

本科生课程：《土木交通材料导论》

研究生课程：《土木工程结构设计（全英文）》

[1]  国家自然科学基金面上项目，“内爆炸作用下钢砼框剪结构损伤破坏机理及连续倒塌失效机制研究”，2024/01-2027/12，主持

[2]  魁元实验室开放基金面上项目，“双钢板-UHPC组合结构抗接触爆炸性能及毁伤评估方法”，2023/08-2025/07，主持

[3]  国家自然科学基金面上项目，“爆炸冲击波作用下双钢板-UHPC组合墙板的抗力和损伤机理研究”，2020/01-2023/12，主持

[4]  江苏省自然科学优秀青年基金项目，“偶然爆炸荷载作用下装配式混凝土框架结构的动力灾变性能研究”，2018/06-2021/07，主持

[5]  国家自然科学基金青年项目，“钢筋混凝土梁板体系在结构连续倒塌中的荷载传递机理研究”，2015/01-2017/12，主持

[6]  江苏省自然科学基金青年项目，“钢筋混凝土梁板协同抗倒塌机理与设计方法研究”，2014/07-2017/06，主持

[7]  江苏省“双创博士”（世界名校类）自由探索项目，2015/01-2017/12，主持

代表性论文

（1）工程结构倒塌防治与控制方向

[1]. Li, R., Yu, J.*, Zhou, X. (2025) A vulnerability assessment framework for the disproportionate collapse of RC frame structures subjected to multiple column removal scenarios. Journal of Building Engineering, 100, pp.111659.

[2]. Li, R., Yu, J.*, Zhou, X. (2024) A rapid damage assessment framework for regular RC frame structures under external explosions. Structures, 68, pp.107104.

[3]. Yu, J.*, Ahmad, T*, Gan, Y., Ahmad, I. (2023) Effect of tie columns on the progressive collapse performance of infilled RC frames. Advances in Structural Engineering, 26(15), pp.2862-2878.

[4]. Li, R., Yu, J.*, Zhou, X., Zhao, M. (2023) Analysis of progressive collapse process of RC structures based on hybrid framework of FEM-physics engine. Engineering Failure Analysis, 147, pp.107138.

[5]. Nguyen, V. H., Yu, J.*, Tan, K. H.* (2022) 'Component-based joint model for RC frames with conventional and special detailing against progressive collapse. Structures, 46, pp. 820-837 (Best paper research prize, 2023)

[6]. Yu, J.^*, Luo L. and Fang Q. (2020) Structure behavior of reinforced concrete beam-slab assemblies subjected to perimeter middle column removal scenario.” Engineering Structures, 208, pp.110336.

[7]. Yu, J., Gan, Y.-P., Wu, J., and Wu, H. (2019). Effect of concrete masonry infill walls on progressive collapse performance of reinforced concrete infilled frames. Engineering Structures, 191, pp.179-193.

[8]. Yu, J.^*, Luo, L. and Li, Y. (2018) Numerical Study of Progressive Collapse Resistance of RC Beam-Slab Substructures under Perimeter Column Removal Scenarios, Engineering Structures, 159, pp.14-27.

[9]. Yu, J.^*, and Tan, K. H (2017). Structural behavior of reinforced concrete frames subjected to progressive collapse. ACI Structural Journal, 114(1), pp.63-64.

[10]. Yu, J.*, Yin, C., and Guo, Y. (2017). Nonlinear SDOF Model for Progressive Collapse Responses of Structures with Consideration of Viscous Damping. Journal of Engineering Mechanics, ASCE, 143(9), pp.04017108.

[11]. Yu, J.^*, and Tan, K., H.(2014) Special detailing techniques to improve structural resistance against progressive collapse. Journal of Structural Engineering, ASCE, 140(3), pp. 04013077-(1-15).

[12]. Yu, J.*, and Tan, K., H.(2014) "Analytical model for the capacity of compressive arch action of reinforced concrete sub-assemblages" Magazine of Concrete Research, 66(3), pp. 109-126. (SCI,Q2)

[13]. Yu, J., Rinder, T., Stolz, A.*, Tan, K. H., and Riedel, W. (2014). Dynamic Progressive Collapse of an RC Assemblage Induced by Contact Detonation. Journal of Structural Engineering, ASCE, 140(6), pp.04014014.

[14]. Yu, J.^*, and Tan, K., H. (2013). Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Engineering Structures, 55, pp. 90-106. (高被引论文)

[15]. Yu, J.^*, and Tan, K., H. (2013). Structural behavior of reinforced concrete beam column sub-assemblages under a middle column removal scenario Journal of Structural Engineering, ASCE, 139(2), pp. 233-250. (高被引论文)

[16].李瑞然, 喻君, 周星德. 基于构件易损性和荷载传递路径指标的RC框架结构鲁棒性快速评估方法[J], 东南大学学报(自然科学版), 2023, 52(6):1137-1147.

[17].喻君,甘艺平^*,李爽.考虑全填充墙作用的钢筋混凝土框架抗连续倒塌性能分析[J],建筑结构学报,2019, 40(11):112-121

（2）结构抗爆与组合结构

[1] Liang,S.-L., Yao, Y.-Q., Yu, J.*, Soh, C.K., Yun, L. (2025) Investigation on shear strength of steel-concrete-steel composite beams with lacing bars. Engineering Structures, 2025, 335, pp.120404

[2] Liang, S., Yu, J.*, Fang, Q. (2024) Experimental and numerical investigations on structural behavior of S-UHPC-S composite walls under near-field blast load. Journal of Building Engineering, 98, pp.111175

[3] Liang, S., Yu, J.* (2024) Structural behavior of S-UHPC-S composite wall strips with waved tie bars: Experiment, simulation, and design.Engineering Structures, 321, pp.118940

[4] Liang, S., Yu, J.*, Fang, Q. (2024) Continuous surface cap model for ultra-high-performance concrete under static and low strain rate loadings: Calibration, experiment, and simulation.International Journal of Impact Engineering, 185, pp.104840

[5] Yu, J.*, Liang S., Deng Y. J.*, Fang Q. (2023) Structural behavior of steel-concrete-steel and steel-ultra-high-performance-concrete-steel panels subjected to near-field blast load.Journal of Constructional Steel Research, 210, pp.108108

[6] Wu, J., Liu, Z., Yu, J.*, Xu, S. (2022) Experimental and numerical investigation of normal reinforced concrete panel strengthened with polyurea under near-field explosion. Journal of Building Engineering, 46, pp.103763

[7] Yu, J., Yu, X. F., Tang, J. H., Deng, Y. J.* (2022) Local damage of precast concrete columns with grout sleeve connections under contact detonation. Engineering Structures, 265, pp. 114499

[8] Liu, Z., Wu, J.*, Yu, J.*, Xu, S. (2022) Damage assessment of normal reinforced concrete panels strengthened with polyurea after explosion. Case Study in Construction Materials, 17: e01695

[9] Zheng, Z., Yu, J.*, Wei, F. F., and Wu, J. (2020). Numerical Study of Blast Performance of Concrete Filled Double-Steel-Plate Shear Walls. International Journal of Protective Structures, 11(1), pp. 23-40.

教材

[1]. 沈扬、胡锦林、喻君、丁小庆、许俊红，土木类大学生创新实践与学科竞赛进阶教程，科学出版社，2017（江苏省高等学校重点教材）

[2]. 王曙光、王浩、喻君，工程结构复杂问题数值分析，中国工业出版社，2021（住房和城乡建设部“十四五”规划教材）