•哈尔滨工程大学 建筑工程学院 建筑工程专业 获工学学士学位（1996.09-2000.07） •哈尔滨工业大学 土木工程学院 结构工程专业 获工学硕士学位（2001.09-2004.02） •哈尔滨工业大学 土木工程学院 工程力学专业 获工学博士学位（2004.03-2008.07）

•哈尔滨工业大学，交通科学与工程学院，桥梁与隧道工程系， 教授（2020.01---至今） •美国东北大学（Northeastern University），土木与环境工程系，高级访问学者（2018.01-2018.02） •交通科学与工程学院“桥隧结构智慧化运维监测” 国际联合研究团队，负责人（2015.12---至今） •哈尔滨工业大学，交通科学与工程学院，桥梁与隧道工程系，博士生导师（2015.7---至今） •哈尔滨工业大学，交通科学与工程学院 ，桥梁与隧道工程系，副教授（2012.12---2020年12月） •哈尔滨工业大学，交通科学与工程学院，桥梁与隧道工程系，讲师（2008.09-2012.12） •美国东北大学（Northeastern University），土木与环境工程系，访问学者（2011.02-2012.02） •美国伊利诺伊大学香槟分校（UIUC），Newmark土木工程实验室，访问学者（2006.07-2006.08）

先后主持“十三五”国家重大研发计划子项目、山东省重点研发计划课题、国家自然科学基金项目、“973”子项目、住建部科技项目、黑龙江省自然科学基金面上项目等纵向科研课题15项

准静力影响线法桥梁荷载试验技术指南（T/CMEA 3-2019）（排名1） •城市超小净距浅埋暗挖隧道施工技术标准（DB37/T 5152-2019）(排名6） •基于代理模型的桥梁结构有限元模型修正技术（排名1） •准静力影响线法桥梁荷载试验与结构损伤诊断技术（排名1） 期刊文章 1.S.Y. Zhang, Y. Liu. Damage detection of bridges monitored within one cluster based on the residual between the cumulative distribution functions of strain monitoring data. Structural Health Monitoring 2020; Published online.(SCI, IF: 4.939) 2.Y. Liu, S.Y. Zhang. Damage localization of beam bridges using quasi-static strain influence lines based on the BOTDA technique, SENSORS, 2018, 18(12): 4446-1-26 (SCI, IF: 3.031) 3.Y. Liu, S.Y. Zhang. Probabilistic baseline finite element model of bridges under environmental temperature changes. Computer-aided Civil and Infrastructure Engineering. 2017, 32(7), 581-598. (SCI, IF: 6.208) 4.Y. Liu, Z.C. Tan, C.X. Yang. Refined finite element modeling of a damaged bridge with virtual distortion method coupling solid superelement. Mechanical System and Signal Processing, 2017, 93, 559-577. (SCI, IF: 5.005) 5.Y. Liu, C.X. Yang, Z.C. Tan. Hybrid element-based virtual distortion method for finite element model updating of bridges with wide-box girders. Engineering Structures, 2017, 143, 558-570. (SCI, IF: 3.084) 6.Y. Liu, J. Ma, J.G. Nie, S.Y. Zhang. Virtual distortion method-based finite element model updating of bridges by using static deformation. Journal of Engineering Mechanics (ASCE), 2017, 143(3), B4015003. (SCI, IF: 2.264) 7.Y. Liu, Z.D. Duan. Fuzzy finite element model updating of bridges by considering the uncertainty of the measured modal parameters. Science China Technological Sciences, 2012, 55(11), 3109-3117. (SCI, IF: 1.187) 8.Y. Liu, Y. Li, D.J. Wang, S.Y. Zhang. Model updating of complex structures using the combination of component mode synthesis and kriging predictor. Scientific World Journal, Volume 2014, 2014 (SCI, IF: 1.73) 9.J. Yuan, Y. Liu, Z.C. Tan, B.K. Zhang. Investigating the failure process of concrete under the coupled actions between sulfate attack and drying–wetting cycles by using X-ray CT. Construction and Building Materials, 2016, 108, 129–138 (SCI, IF: 4.046) 10.S.Y. Zhang, Y. Liu.Damage detection in beam bridges using quasi-static displacement influence lines. Applied Sciences -Basel, 2019, 9(9), 1805.(SCI, IF: 2.217) 11.J. Ma, Y. Liu, Q.F. Gao, K. Hou. Investigating the hysteretic behavior of concrete-filled steel tube arch by using a fiber beam element. Mathematical Problems in Engineering, 2015. (SCI, IF: 0.762) 12.B. Jin, Y. Liu, C.X. Yang, Z.C. Tan and J. Y. Zhang. Construction technique of long-span shallow-buried tunnel considering the optimal sequence of pilot tunnel excavation. Advance in Materials Science and Engineering, 2015 (SCI, IF: 0.744) 13.J. Yuan, Y. Liu, H.X. Li, B.K. Zhang. Experimental investigation of the variation of concrete pores under the action of freeze-thaw cycles by using X-ray CT. Advance in Materials Science and Engineering, Volume 2014, 2014 (SCI, IF: 0.897) 14.Y. Liu, F. Zhou, H. Li, Z.M. Guo and H.Z. Ding. Condition assessment of a cable-stayed bridge using the dynamic analysis based on a categorizing statistical strategy. Intelligent Automation and Soft Computing, 2010, 16(5), 695-703. (SCI, IF: 0.349) 15.Y. Li, C.S. Cai, Y. Liu, et. al. Dynamic analysis of a large span specially shaped hybrid girder bridge with concrete-filled steel tube arches. Engineering Structures, 2016, 106, 243-260 (SCI, IF: 1.838) 16.D. Bernal, M. Dhler,S.M. Kojidi,K. Kwan, Y. Liu. First mode damping ratios for buildings. Earthquake Spectra, 2015, 31(1), 367-381. (SCI, IF: 2.298) 17.S.L. Li, H. Li, Y. Liu. SMC structural health monitoring benchmark problem using monitoring data from an actual cable-stayed bridge. Structural Control & Health Monitoring, 2014, 21(2), 156-172 (SCI, IF: 1.544) 18.Y. Liu, H. Sun, D.J. Wang. Updating the finite element model of large-scaled structures using component mode synthesis technigue. Intelligent Automation and Soft Computing, 2013, 19, 1-12 (SCI, IF: 0.349) 19.Y. Liu, D.J. Wang, J. Ma, Y. Li. Performance comparison of two meta-model for the application to finite element model updating of structures. Journal of Harbin Institute of Technology, 2014,21(3), 99-109. (EI) 20.Y. Liu, Z.D. Duan, H. Li. Updating of finite element model in considering mode errors with fuzzy theory. Key Engineering Materials, 2009, V.413-414:785-792. (EI) 21.Y. Liu, D.J. Xu. Fuzzy cross-model cross-mode method and its application of structures. Journal of Physics: conference Series, 2011. (EI) 22.刘洋，段忠东. 自适应耦合局部最优法及其在结构模型修正中的应用. 振动工程学报. 2008，21(1)，468-475. (EI) 23.刘洋，段忠东，周道成. 基于模态综合技术的结构有限元模型修正. 振动、测试与诊断. 2009 29(3)，92-96. (EI) 24.刘洋，段忠东，周道成. 利用一种混合梁单元修正结构半刚性节点及边界条件. 振动与冲击. 2009 28(9)，42-50. (EI) 25.杨欧，刘洋，李惠，欧进萍. 时变环境与损伤耦合下桥梁结构频率及阻尼比的统计分析. 计算力学学报.2010 3(27), 457-463. (EI)

国家发明专利 •国家发明专利：基于超单元结合虚拟变形法的桥梁静力有限元模型修正方法（排名1,授权） •国家发明专利：复杂环境下基于累积损伤因子序列的桥梁结构损伤诊断方法（排名1，授权） •国家发明专利：桥梁集群结构运营安全智能监测与快速检测成套技术（排名1，授权） •国家发明专利：一种基于集群结构相似性的桥梁损伤交叉定位方法（排名1，授权） •国家发明专利：基于应变响应概率分布函数差的桥梁集群结构损伤判别方法（排名1，授权） •国家发明专利：基于BOTDA技术的大跨桥梁斜拉索结构损ᠦ୔