1997年-2001年 吉林大学（原吉林工业大学）/ 交通学院 / 本科 2002年-2008年 哈尔滨工业大学 / 桥梁与隧道工程专业 / 硕士，博士 2008年-2011年 哈尔滨工业大学 / 力学博士后流动站 / 博士后

时间 工作经历 2014-至今 哈尔滨工业大学 副教授 2013.8-2014.8 美国路易斯安那州立大学土木与环境工程系 访问学者 2011-至今 哈尔滨工业大学 硕士生导师 2009-2013 哈尔滨工业大学 讲师 2001-2008 黑龙江大学（原黑龙江水利专科学校）

现主持和参与国家自然科学基金、国家重点研发计划项目、黑龙江省自然科学基金、黑龙江省教育厅科研项目、教育部博士点基金10余项主持和参与桥梁健康监测、施工监控和既有桥梁检测评定加固等横向项目40余项

期刊论文 [1]李岩,盛洪飞,黄新艺.大跨斜拉桥车桥振动简化算法及在ANSYS中实现.辽宁工程技术大学学报,2006(S1):128-130. [2] 李岩,陈彦江,盛洪飞,孙航.基于Matlab优化工具箱的斜拉桥索力优化实用方法.森林工程,2006(06):35-37. [3] 李岩,盛洪飞,黄新艺.大跨径斜拉桥动力分析基准有限元模型研究.公路交通科技,2006(09):58-62. [4] 李岩,盛洪飞,孙航,黄新艺.基于ANSYS的大跨度斜拉桥非线性成桥索力优化研究.兰州理工大学学报,2007(01):125-128. [5] 黄新艺,盛洪飞,陈彦江,李岩.薄壁箱梁桥动力特性分析的三梁式计算模型及试验研究.振动与冲击,2008,27(12):40-43+177-178. [6] 黄新艺,陈彦江,盛洪飞,李岩.多轴车辆—桥梁耦合振动响应的数值解法.公路交通科技,2008(12):97-101+112. [7]李岩,盛洪飞,陈彦江.模态综合理论在斜拉桥抖振时域分析中的应用.四川建筑科学研究,2008(05):139-142. [8]李岩,盛洪飞,丁琳.大跨桥梁非一致激励地震响应分析.黑龙江大学自然科学学报,2008(05):594-598. [9] 李岩,盛洪飞,陈彦江,丁琳.强风环境下斜拉桥车桥系统动力响应分析研究.公路交通科技,2008(07):59-64. [10]李岩,陈彦江,黄新艺.大跨异形钢管混凝土拱桥车载冲击效应分析.哈尔滨工业大学学报,2010,42(01):109-114. [11] Yan Li,Dagang Lv,Hongfei Sheng. Fatigue Reliability Analysis of the Stay Cables of Cable-stayed Bridge under Combined Loads of Stochastic Traffic and Wind, Key Engineering Materials Vol. 456 (2010) pp 33-45. [12] 黄晓敏,黄新艺,卓卫东,上官萍,李岩.混凝土连续曲线箱梁桥在多车荷载作用下的冲击效应分析.振动与冲击,2012,31(24):137-142. [13] 李伟钊,张巍,王宗林,李岩,王彦旭.一种基于低通滤波的公路简支梁桥实测冲击系数计算方法.振动与冲击,2012,31(20):46-50. [14] 李岩,吕大刚,盛洪飞.考虑随机车载-风载联合作用的斜拉桥拉索疲劳可靠性分析.中国公路学报,2012,25(02):60-66. [15] Bi Hongtao, Li Yan.length optimization of non-stayed cable segment to low-pylon cable-stayed bridge. Key Engineering Materials, 2013, 450, 131-139. [16] Li Weizhao, Wang Zonglin,Sun Hang,Li Yan. Study on vehicle-bridge coupling vibration of equal span girder bridge of different span number. Key Engineering Materials, 2013,540, 63-68. [17] Ma Jun, Li Yan. Analysis of traveling wave effect on half-through CFST arch bridge by large mass method. Key Engineering Materials,2013, 540, 21-28. [18] Wu Chunli, Liu Hanbing, Li Yan. Sensor optimal placement for structural health monitoring based on stabilization diagram. Key Engineering Materials, 2013,542: 47-54. [19] Li Yan, Ma Jun, Shen Hongfei, Yin Li-Hui, Wang Li,Wang ZhengJun. Buffeting reliability analysis of long span concrete-filled steel tube arch bridge during construction stage. Key Engineering Materials, 2013, 540, 55-62. [20] Yan Li, Hongtao Bi,Binghan Li, Yongjun Wang. Safety Assessment of Slant Legged Rigid Frame Bridge based on Field Testing. Key Engineering Materials Vol. 574 (2014) pp 163-175. [21] 秦丽辉,李岩,王宗林,AL-DULAIMI A F N.BFRP加固损伤混凝土梁挠度计算方法.交通运输工程学报,2014,14(06):17-26. [22] Hongtao Bi, Yan Li. Ratio optimization of side to main span in low-pylon cable-stayed bridge based on Yudao River Bridge. Key Engineering Materials Vol. 574 (2014) pp 177-184. [23] Jiafeng Liu, Yan Li. Development and challenge of the vehicle and highway bridges dynamic interaction. Key Engineering Materials Vol. 574 (2014) pp 135-150. [24] Yang Liu, Yan Li, Dejun Wang, Shaoyi Zhang. Model Updating of Complex Structures Using the Combination of Component Mode Synthesis and Kriging Predictor. The Scientific World Journal,2014. doi.org/10.1155/2014/476219. [25] 秦丽辉,李岩,王宗林.BFRP加固损伤混凝土梁裂缝间距与宽度计算.长安大学学报(自然科学版),2015,35(05):89-96. [26] Ting-xia Xu, Yan Li,Zhi-wen Wu. Vehicle Load Spectrum Simulation of Long-Span Bridges. Key Engineering Materials Vol 648 (2015) pp 35-44. [27] Li, Yan*; Cai, C. S.; Liu, Yang; Chen, Yanjiang; Liu, Jiafeng; Dynamic analysis of a large span specially shaped hybrid girder bridge with concrete-filled steel tube arches, Engineering Structures, 2016, 106: 243-260. [28] 李岩,商贺嵩,吴志文,杨婷婷.基于车桥耦合振动的空心板桥铰缝损伤评价指标分析.科学技术与工程,2017,17(22):129-134. [29] 郝向炜,张志,李岩,赵乐.考虑桥面随机不平度的钢管混凝土拱桥冲击系数统计分析.公路交通科技,2017,34(03):80-86. [30] Li Yan*; Ma Xiaolong; Zhang Wei; Wu Zhiwen; Updating Time-Variant Dimension for Complex Traffic Flows in Analysis of Vehicle-Bridge Dynamic Interaction, Journal of Aerospace Engineering, 2018, 31(4): 0-04018041. [31] 李岩,商贺嵩,李朝,吴志文.典型重车作用下混凝土简支空心板桥冲击效应分析.兰州理工大学学报,2018,44(03):134-141. [32] 肖支敏,李岩,李朝,秦丽辉.车辆作用下新型高墩曲线钢管混凝土桁架梁桥的动力性能研究.公路交通科技,2018,14(06):194-198. [33] 李岩,吴志文,蔡明,李朝.一种随机车流与桥梁耦合振动的分析方法.哈尔滨工业大学学报,2018,50(03):46-52. [34] Li, Yan*; Ma, Xiaolong; Zhang, Wei; Dynamic performance of a concrete-filled steel tube high-pier curved continuous truss girder bridge due to moving vehicles, Advances in Structural Engineering, 2019, 22(6): 1297-1311. [35] 李岩,杨婷婷,商贺嵩,秦丽辉.考虑多因素影响的装配式梁桥横向联系疲劳损伤评估.湖南大学学报(自然科学版),2019,46(09):79-88. [36] Li, Yan; Qin, Lihui*; Li, Zhao; Yang, Tingting; Dynamic Performance of Strengthened Concrete-Filled Steel Tubular Arch Bridge due to Moving Vehicles, Journal of Aerospace Engineering, 2019, 32(1): 0-04018113. [37] 李倩,杨宁欣,李晰,李岩.脉冲型地震动对山区高墩桥弹塑性动力响应的影响分析.铁道科学与工程学报,2019,16(07):1719-1727. [38] 杨婷婷,李岩,李全林.汽车制动作用下混凝土梁桥下部结构动力响应分析.铁道科学与工程学报,2020,17(03):637-644. [39] 李岩,林雪琦,商贺嵩.超载对装配式梁桥横向联系疲劳损伤的影响.深圳大学学报(理工版),2020,37(02):158-164. 会议论文 [1] LI Yan, Chen Yanjiang, SHENG Hong-fei. Seismic response analysis of long-span bridge non-uniform excitations. The Fifth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. 2007.11. [2] Hang Sun, Hongfei Sheng, Yan Li. Research on Viscous Damper and Lockup Devices On the Seismic Design of Continuous Girder Bridge. The Fifth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. 2007.11 [3] Xinyi Huang, Yanjiang Chen, Yan Li. Simplified Computing Method and Seismic Response Assessment of Multi-Girder Skew Bridges. The Fifth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. 2007.11 [4]李岩，陈少峰，陈彦江. 强风下车辆通过大跨度桥梁的安全性分析，第17届全国结构工程学术会议论, 2008. [5] Yan Li, Shaofeng Chen, Hang Sun,Dawei Yang. Assessment of safety and service status of chaobai river bridge based on the static and dynamic field test, ISEV2009 - Environmental Vibration: Prediction, Monitoring and Evaluation, 2009, Beijing. [6]Yan Li,Xin-yi Huang. Dynamic response of a heterotypic concrete filled steel tube arch bridge subjected to moving vehicles, Advanced Materials Research Vols. 255-260 (2011) 1696-1700. [7] LI Yan, SUN Hang. Effect Analysis of Wind Load on Vehicle-Bridge Coupled Dynamic Behavior, Advanced Engineering Forum Vol. 5 (2012) pp 167-172 [8] Li Yan; Zhang Wei; Liu Yang; A Method Based on Meta-model for Updating the Finite Element Model of Bridges Using the Measured Static and Dynamic Data, The 12th COTA International Conference of Transportation Professionals (CICTP 2012), Beijing, China, Aug. 6-12, 2012. [9] Jun Ma, Yan Li. Dynamic Response Analysis of Half-through CFST Arch Bridges Affected by Crossbeams Setting. Advanced Engineering Forum Vol. 5 (2012) pp 201-206. [10] Li Yan; Liu Yang; Sun Hang; Impact effect statistic investigation of concrete filled steel tube arch bridge under moving vehicles based on the field test and simulation analysis, The 6th International Conference on Bridge Maintenance, Safety and Management (IABMAS2012), Lake Como, Italy, July 7-12, 2012. [11] Li Yan; C.S.Cai; Liu Jia-feng; Effect of typical damages on vehicle-induced dynamic response of simply supported multi-slab girder bridges, The 13th International Symposium on Structural Engineering, Hefei, China, Oct. 24-27, 2014 [12] Li Yan; Wu Zhiwen; Xu Tingxia; Effect of hinged joint damage on vehicle-induced dynamic response for simply supported multi-slab girder bridges, 8th International Conference on Bridge Maintenance, Safety and Management, Foz do Igua？u, Brazil, June 26-30, 2016. [13] Li Yan; Li Zhao; Yang Tingting; Lu Kaiyuan; Dynamic performance of concrete girder bridges strengthened with external prestressing tendons under moving vehicles, The 7th World Conference on Structual Control and Monitoring, Qindao, China, July 22-25, 2018. [14]Li Yan; Yang Tingting; Li Zhao; Liu Lipeng; Dynamic response analysis of widening bridge due to moving vehicles, 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, Melbourne, VIC, Australia, July 9-13, 2018. [15] 李岩，杨婷婷. 基于变速车辆激励的桥梁下部结构损伤诊断研究. 第一届全国车桥耦合振动及其应用学术研讨会，2019,12. 哈尔滨. 出版教材 [1] 主编 盛洪飞; 副主编 马俊 孙航 李岩. 桥梁墩台与基础工程，人民交通出版社， 2014