2023年06月06日 09:18
一、基本情况
李泓昊,博士,副教授,硕士生导师。担任国家自然科学基金通讯评审专家、SCI期刊《Shock and Vibration》、《Materials》客座编委以及多个学术期刊审稿人。
二、学术背景及工作经历
2004.09-2008.07,哈尔滨工业大学,学士
2008.09-2013.08,美国密西根大学,博士、双硕士
2013.10-2023.03,哈尔滨工业大学,讲师、副教授
2023.04至今,广州大学,副教授
三、研究方向
土木工程、建筑学以及城市规划多学科交叉研究:建筑防灾减灾、超高性能结构力学性能、高性能装配式建筑设计理论、城市交通基础设施振动与噪声及其适应性规划理论
四、担任课程
建筑结构与选型、专业英语、建筑构造、建筑概论、声振环境评估与规划
五、科研项目
[1] 国家自然科学基金青年科学基金项目,51408152,钢框架结构的连续性倒塌分析与加固,2015.01-2017.12,25万元,项目负责人
[2] 中国博士后科学基金特别资助,2015T80353,爆炸荷载作用下钢框架结构抗连续性倒塌性能研究,2015.07-2017.12,15万元,项目负责人
[3] 中国博士后科学基金面上资助,2014M550194,楼板系统对钢框架结构抗鲁棒性的影响,2014.04-2017.12,8万元,项目负责人
[4] 黑龙江省留学归国人员科学基金,LC2016021,钢框架结构鲁棒性的数值模拟与分析,2016.07-2019.07,6万元,项目负责人
[5] 哈尔滨工业大学科研创新基金,HIT.NSRIF.2015098,楼板与填充墙对钢筋混凝土结构抗连续性倒塌性能的影响,2014.03-2016.02,5万元,项目负责人
[6] 国家自然科学基金面上项目,51578201,铝基复合泡沫填充管结构爆炸冲击破坏机理及吸能性能研究,2016.01-2019.12,参与(排名第三/7)
[7] 国家自然科学基金面上项目,51578202,基于第二代性态理论的结构地震和连续倒塌评估与统一设计研究,2016.01-2019.12,参与(排名第三/9)
[8] 国家自然科学基金面上项目,51778196,石油化工控制室蒸汽云爆炸破坏机理及抗爆设计方法研究,2018.01-2021.12,参与(排名第五/8)
[9] 国家自然科学基金面上项目,51778198,锈蚀钢筋混凝土框架结构时变地震易损性分析与全寿命地震风险评估,2018.01-2021.12,参与(排名第二/10)
[10] 国家自然科学基金面上项目,51878224,FRP管约束十字形钢骨混凝土柱的力学性能与设计方法,2019.01-2022.12,参与(排名第三/9)
六、学术论文
[1] Qian, K., He. P., Deng, N., and Li, H.* (2021). “Impact of Concrete Strength on Seismic Behavior of T-Shaped Double-Skin Composite Walls”, Engineering Structures, 236, 112039. (SCI, Q1,被引次数:7)
[2] Zhang, L., Li, H.*, and Wang, W. (2020). “Retrofit Strategies against Progressive Collapse of Steel Gravity Frames”, Applied Sciences, 10(13), 4600. (SCI, Q2,被引次数:6)
[3] Zhou, G., Shi, J., Li, P., and Li, H.* (2019). “Characteristics of Structural State of Stress for Steel Frame in Progressive Collapse”, Journal of Constructional Steel Research, 160, 444-456. (SCI, Q1,被引次数:16)
[4] Li, H.*, Zhao, W., and Wang, W. (2018). “Dynamic Response of a 100,000 m3 Cylindrical Oil-Storage Tank under Seismic Excitations: Experimental Tests and Numerical Simulations”. Shock and Vibration, 2018. (SCI, Q3,被引次数:11)
[5] Li, H.*, Zhang, B., and Cai X. (2018). “Assessment of Design Requirements against Progressive Collapse in UFC 4-023-03: Numerical Simulation”. Advanced Steel Construction, 14(4), 514-538. (SCI, Q4,被引次数:2)
[6] Li, H., Cai, X., Zhang, L., Zhang, B., & Wang, W.* (2017). “Progressive Collapse of Steel Moment-Resisting Frame Subjected to Loss of Interior Column: Experimental Tests”. Engineering Structures, 150, 203-220. (SCI, Q1,被引次数:80)
[7] Li, H. and El-Tawil, S.* (2014). “Three-Dimensional Effects and Collapse Resistance Mechanisms in Steel Frame Buildings.” Journal of Structural Engineering, ASCE, Volume 140, Special Issue: Computational Simulation in Structural Engineering. (SCI, Q2,美国土木工程师学会会刊,国际土木工程学科顶刊,被引次数:89)
[8] Li, H., Dong, S., El-Tawil, S.* and Kamat, V. R. (2013). “Relative Displacement Sensing Techniques for Postevent Structural Damage Assessment: Review.” Journal of Structural Engineering, ASCE. 139(9), pp. 1421-1434. (SCI, Q2,美国土木工程师学会会刊,国际土木工程学科顶刊,被引次数:32)
[9] Huang, C. C.*, Li, H., and Chen, H. C. (2017). “High-strength steel reinforced squat UHPFRC shear walls: Cyclic behavior and design implications”. Engineering Structures, 141, 59-74. (SCI, Q1,被引次数:72)
[10] Zhang, B., Li, H., and Wang, W.* (2015). “Numerical Study of Dynamic Response and Failure Analysis of Spherical Storage Tanks under External Blast Loading”. Journal of Loss Prevention in the Process Industries, 34, 209-217. (SCI, Q2,被引次数:46)
[11] El-Tawil, S.*, Li, H., and Kunnath, S. (2014). “Computational Simulation of Gravity-Induced Progressive Collapse of Steel-Frame Buildings: Current Trends and Future Research Needs”. Journal of Structural Engineering, ASCE, Volume 140, Special Issue: Computational Simulation in Structural Engineering. (SCI, Q2,美国土木工程师学会会刊,国际土木工程学科顶刊,被引次数:99)
[12] Alashker, Y., Li, H., and El-Tawil, S.* (2011). “Approximations in Progressive Collapse Modeling.” Journal of Structural Engineering, ASCE, 137(9), pp. 914-924. (工作量等同于第一作者) (SCI, Q2, IF: 3.312, 美国土木工程师学会会刊,国际土木工程学科顶刊,被引次数:158)
[13] Xu, M., Gao, S.*, Zhang, S., and Li, H. (2018). “Experimental study on bolted CFST-column joints with different configurations in accommodating column-loss”. Journal of Constructional Steel Research, 151, 122-131. (SCI, Q1, IF: 3.646,被引次数:11)
[14] Li, H. (2018), “Experimental Study on Robustness of Three-Dimensional Steel Moment-Resisting Frames,” SEI/ASCE Structures Congress 2018, April 19 – 21, Fort Worth, TX, USA. (SCI,国际顶级学术会议)
[15] 张雷,李泓昊.钢框架结构抗连续性倒塌性能试验研究[J].东南大学学报(自然科学版),2018,48(4):687-691. (EI)
[16] Li, H. and El-Tawil, S. (2013), “Collapse Resistance Mechanisms in Steel Frame Buildings”, SEI/ASCE Structures Congress 2013, April 19 – 21, Pittsburgh, PA, USA. (EI,国际顶级学术会议)
[17] Li, H. and El-Tawil, S. (2012), “Role of Composite Action in Collapse Resistance of Steel Frame Buildings,” SEI/ASCE Structures Congress 2012, March 29-31, Chicago, IL, USA. (EI,国际顶级学术会议)
[18] Li, H. and El-Tawil, S. (2011), “Three-Dimensional Effects in Progressive Collapse Modeling,” SEI/ASCE Structures Congress 2011, April 14-16, Las Vegas, NV, USA. (EI,国际顶级学术会议)
七、学术著作
王焕定、王伟、戴鸿哲、李泓昊等.《有限单元法基本原理》,哈尔滨工业大学出版社,2016.11
八、联系邮箱
lihonghao@gzhu.edu.cn