论文成果可参看本人的两个主页:Li Kai - 荟知学术 - 探索知识的世界;Kai Li [1] Kai Li, Han Yan, Cai C. S., Zhang Weiwei, Jun Song. A nonlinear numerical scheme to investigate the influence of geometric nonlinearity on post-flutter responses of bridges. Nonlinear Dynamics, 2024, 112(9): 6813-6845. (中科院二区,TOP) [2] Kai Li, Han Yan, Cai C. S., Qiu, Z, Zhang Weiwei. A general modeling framework for large-amplitude 2DOF coupled nonlinear bridge flutter based on free vibration wind tunnel tests. Mechanical Systems and Signal Processing, 2024, 222: 111756. (中科院一区, TOP) [3] Kai Li, Han Yan, Song J, Cai C.S., Hu P, Qiu Z.X. Three-dimensional nonlinear flutter analysis of long-span bridges by multimode and full-mode approaches. J. Wind Eng. Ind. Aerodyn. (2023), 242, 105554. (中科院二区,TOP) [4] Kai Li, Han Yan, Cai C S, et al. Study on the influence of structural parameters and 3D effects on nonlinear bridge flutter using amplitude-dependent flutter derivatives. Journal of Fluids and Structures, 2024, 125: 104085. (中科院二区) [5] Hu, P., Yuan, B., Han, Y., Li, Kai*(通讯)., Cai, C. S., Chen, X. (2024). Study on nonlinear flutter characteristics of single-box section and twin-box section as a three-degree-of-freedom system. International Journal of Structural Stability and Dynamics. (JCR 二区) [6] Hu, P., Yuan, B., Han, Y., Li, Kai*(通讯)., Cai, C. S. Chen, X. (2024). Numerical study on bifurcation characteristics of wind-induced vibration for an H-shaped section. Physics of Fluids. (Accepted for publication, 中科院二区) [6] Qiu Zhixiong, Li Kai*(通讯), Han Yan, et al. Tuned Mass Damper Inerter for Nonlinear Flutter Control of Long-Span Bridges: Optimal Design[J]. JOURNAL OF BRIDGE ENGINEERING, 2026, 31(1):04025099. (中科院三区) [7] Qiu Zhixiong, Li Kai*(通讯), Han Yan, et al. Nonlinear flutter mechanism of a single-layer truss bridge deck based on hysteresis loop and energy budget analysis[J]. STRUCTURES, 2025, 76:108924. (中科院二区) [8] Jun Song, Li Kai*(通讯), Han Yan, et al. Investigation of three-dimensional static wind nonlinear effects on nonlinear flutter of long span bridges using a multimodal approach[J]. PHYSICS OF FLUIDS, 2025, 37(10):105165. (中科院二区) [9] Jun Song, Li Kai*(通讯), Han Yan, et al. Investigation on nonlinear flutter modes competition of a long-span suspension bridge based on full-bridge aeroelastic model tests[J]. ENGINEERING STRUCTURES, 2025, 322:119073. (中科院一区) [10] 仇志雄,李凯*(通讯),韩艳,胡朋,蔡春声.考虑结构与气动非线性效应的大跨度桥梁非线性颤振控制TMD优化设计[J].工程力学,1-14[2025-04-18]. (EI) [11] 韩艳,仇志雄,李凯*(通讯),等.NESI控制大跨度桥梁非线性颤振的有效性与鲁棒性[J/OL].东南大学学报(自然科学版),1-9[2025-12-05]. (EI) [12]李 凯,蔡春声,韩 艳,等.大跨度桥梁非线性颤振理论与试验研究[J].工程力学,2024,41(02):1-24. (EI) [13]韩艳,宋俊,李凯*(通讯),等.不同风攻角下双层桁架梁非线性颤振特性风洞试验研究[J/OL].土木工程学报,2024,1-18. (EI,行业权威期刊) [14]韩艳,宋俊,李凯,等.钢桁梁断面大幅后颤振结构和气动阻尼非线性特性风洞试验[J].中国公路学报,2023,36(07):56-66. (EI,行业权威期刊) [15] Kai Li, Yan Han, C.S. Cai, Peng Hu, Chunguang Li. Experimental investigation on post flutter characteristics of a typical steel-truss suspension bridge deck [J]. Journal of Wind Engineering & Industrial Aerodynamics, 2021,216. (中科院二区,TOP) [16] Yan Han, Kai Li, C.S. Cai, Lei Wang, and Guoji Xu. Fatigue reliability assessment of long-span steel-truss suspension bridges under the combined action of random traffic and wind loads [J]. Journal of Bridge Engineering(ASCE), 2020, 25(3), 04020003. (SCI 检索) [17] Yan Han, Kai Li, Xuhui He, Suren Chen, Fanrong Xue. Stress analysis of a long-span steel truss suspension bridge under combined action of random traffic and wind loads [J]. Journal of Aerospace Engineering. 2018, 31(3):04018021. (SCI 检索) [18] Yan Han, Kai Li, C.S. Cai. Study of central buckle effects on flutter of long-span suspension bridges [J]. Wind and Structures, 2020, 31(5), 403-418. (SCI 检索) [19] 韩艳,李凯,陈浩,蔡春声,董国朝.桥面典型车辆气动特性及车辆间挡风效应的数值模拟研究[J].工程力学,2018,35(04):124-134+185. (EI 检索) [22] 韩艳,李凯,孙一婵,蔡春声.基于现场实测的大跨钢桁悬索桥疲劳可靠度分析[J].公路交通科技,2020,37(04):72-80. |
已授权发明专利: [1]董国朝, 许育升, 韩艳, 王赛龙, 洪泽宇, 李凯.气弹结构多模态振动数值模拟方法、终端设备及存储介质:ZL202310150976.6 [P]. 发明专利, 2026-04-17. [2]荆国强, 韩艳, 王波, 刘汉云, 吴肖波, 罗裕, 汪正兴, 陈柏翔, 柴小鹏, 李凯, 马长飞, 胡朋, 肖龙, 蔡春生, 戴青年, 任欣怡, 李亚敏.自主供能型斜拉索涡振控制装置、方法、系统及布置方法:ZL202310370788.4 [P]. 发明专利, 2026-03-31. [3]王力东, 卿信强, 孙柏华, 王文祥, 陈镜丞, 付宏渊, 韩艳, 李水生, 何昌杰, 周帅, 李凯, 庞霞.电涡流负刚度磁流变弹性体隔振器:ZL202310713029.3 [P]. 发明专利, 2026-01-02. [4]宋俊, 韩艳, 李凯, 仇志雄, 邹民浩, 彭文林, 黎清蓉, 胡朋, 李春光, 刘叶.一种悬索桥节段模型风洞试验装置及方法: ZL202411128293.1 [P]. 发明专利, 2025-09-05. [5]王力东, 李子强, 韩艳, 李凯, 何昌杰, 李水生, 周帅.智能隔振器及其阻尼和刚度调节方法: ZL202310047235.5 [P]. 发明专利, 2025-06-03. [6]韩艳, 彭文林, 洪泽宇, 张迅, 李凯, 胡朋, 田静莹, 宋俊, 仇志雄.用于桥梁涡振的活动抑流装置及其控制方法: ZL202310365002.X [P]. 发明专利, 2025-05-23. [7]李春光, 颜虎斌, 王响军, 韩艳, 李凯, 宋俊.一种圆柱构件的流致振动抑制方法、系统、设备及介质: ZL202410234347.6 [P]. 发明专利, 2024-08-13. [8]许育升, 韩艳, 李凯, 王雷, 李春光, 胡朋, 沈炼, 毛禹, 王赛龙, 宋俊.钢箱梁抑涡除湿一体流动智能控制系统及使用方法: ZL202110621278.0 [P]. 发明专利, 2023-04-14. [9]董国朝, 许育升, 韩艳, 李春光, 李凯, 罗颖, 胡朋.一种多幅桥面桥梁涡激振动数值模拟计算方法: ZL202010941962.2 [P]. 发明专利, 2023-03-24. [10]李春光, 宋俊, 毛禹, 韩艳, 王力东, 沈炼, 罗颖, 李凯, 杨瑛.一种桥梁用实验系统的工作方法: ZL202110622631.7 [P]. 发明专利, 2022-07-29. [11]韩艳, 许育升, 曾梦竹, 毛禹, 胡朋, 刘汉云, 王力东, 李凯, 王赛龙.一种涡振测试装置: ZL202110621279.5 [P]. 发明专利, 2022-07-29. [12]韩艳, 李凯, 许育升, 龙俊贤, 李春光, 胡朋, 沈炼.一种竖向扭转耦合大振幅自由振动的风洞实验系统: ZL202010430440.6 [P]. 发明专利, 2022-06-10. [13]胡朋, 王赛龙, 洪泽宇, 韩艳, 董国朝, 罗颖, 刘汉云, 李凯, 宋俊.一种风洞模拟装置: ZL202110621280.8 [P]. 发明专利, 2022-05-06. [14]韩艳, 李凯, 许育升, 许福友, 李春光, 胡朋.一种控制跨海跨江桥梁涡振及颤振的水体阻尼装置及方法: ZL202110783353.3 [P]. 发明专利, 2022-02-18. [15]韩艳, 沈炼, 蔡春声, 李春光, 董国朝, 胡朋, 黄静文, 郑刚, 李凯.风洞试验污染物产生系统及监测系统: ZL201711385543.X [P]. 发明专利, 2019-11-26. |