学术论文 1） Xiaohui YU, Zhou ZHOU, Wenqi DU, Dagang LU. Fragility surface assessment forreinforced concrete structures under mainshock-aftershock sequences. Earthquake Engineering and Structural Dynamics. 2021, 50(15): 3981-4000. (Q1, Top期刊,影响因子: 5.12，SCI) 2） Xiaohui YU, Kuangyu DAI, Yushi LI.Variability in corrosion damage models and its effect on seismic collapse fragility of aging reinforced concrete frames. Construction and Building Materials. 2021, 295: 123654. (Q1, Top期刊,影响因子: 6.847，SCI) 3） Kuangyu Dai,Xiaohui YU* (通讯作者), Dagang LU. Phenomenological hysteretic model for corroded RC columns. Engineering Structures. 2020, 210: 110315. (Q1, Top期刊,影响因子: 4.795，SCI) 4） Xiaohui YU, Shuang Li, Da-Gang Lu, Jing Tao. Collapse capacity of inelastic single-degree-of-freedom systems subjected to mainshock-aftershock earthquake sequences. Journal of Earthquake Engineering. 2018: 1-24.（Q1,影响因子: 3.512，SCI) 5） Tingting LIU,Xiaohui YU*(通讯作者),Dagang LU. An approach to develop compound intensity measures for prediction of damage potential of earthquake records using canonical correlation analysis. Journalof Earthquake Engineering. 2018, (1) . (Q1,影响因子: 3.512，SCI) 6） Xiaohui YU, Yao Xiao, Bing Li. Evaluation of failure probability for RC slabs subjected to low-velocity impacts. Magazine of concrete research, 2020, 72(1): 27-42. (Q3,影响因子: 2.436). 7） Xiaohui YU, Dagang LU, Bing Li.Relating Seismic Design Level and Seismic Performance: A Fragility Based Investigation of RCMoment-ResistingFrame Buildings in China.ASCE Journal of Performance of Constructed Facilities. 2017, 31(5): 04017075. (Q3,影响因子: 2.255). 8） Xiaohui YU, Kai Qian, Dagang LU, Bing LI. Progressive Collapse Behavior of Aging Reinforced Concrete Structures Considering Corrosion Effects. ASCE Journal of Performance of Constructed Facilities. 2017, 31(4): 04017009. (Q3,影响因子: 2.255). 9） Xiaohui YU, Dagang LU, Kai Qian, Bing LI. Uncertainty and sensitivity analysis of reinforced concrete frame structures subjected to column loss. ASCE Journal of Performance of Constructed Facilities. 2017, 31(1):04016069. (Q3,影响因子: 2.255). 10） Xiaohui YU,Dagang LU, Bing LI.Estimating uncertainty in limit state capacities for reinforced concrete frame structures through pushover analysis.Earthquakes and Structures. 2016, 10(1): 141-161. (Q3,影响因子: 1.925). 专利情况 1） 于晓辉,吕大刚,代旷宇,张伟恒.一种用于钢筋混凝土平面结构锈蚀的试验装置. (发明专利，申请号或专利号：201710621504.9，已授权) 2） 于晓辉,代旷宇,吕大刚,王勃.一种基于copula理论的结构主余震联合易损性分析方法（发明专利，申请号或专利号：201711307738.2，已授权） 3） 吕大刚,于晓辉,刘亭亭，代旷宇.基于典型相关分析的多元地震动破坏势分析方法（发明专利，申请号或专利号：20171130898.5，已授权） 4） 于晓辉,吕大刚,张伟恒，代旷宇.一种用于锈蚀钢筋混凝土梁的试验装置.(实用新型，申请号或专利号：ZL 2017 2 0918 887.1，已授权) 5） 于晓辉,钱凯,吴波,贺胜,张文硕.一种液压千斤顶活塞杆延伸及扩展试验装置.（实用新型，申请号或专利号：ZL 2017 2 0918 729.6，已授权） 6） 吕大刚,于晓辉,代旷宇,张伟恒.一种用于锈蚀钢筋混凝土柱的试验装置. (实用新型，申请号或专利号：ZL 2017 2 0918867.4，已授权) 7） 于晓辉，代旷宇，吕大刚，周洲.一种无底座钢筋混凝土柱拟静力试验装置及方法（实用新型，申请号或专利号：ZL 201710447.3，已授权） 8） 于晓辉，代旷宇，吕大刚，周洲.高度可调的钢筋混凝土柱实验连接装置（实用新型，申请号或专利号：ZL 2017 2 1712225. 5，已授权） 9） 于晓辉，何子涵，宁超列.基于一种改进的稀疏网格积分方法的随机函数统计矩及可靠度分析软件（软著登记号：2020SR0041182） 10） 于晓辉，何子涵，杜文琪，宁超列.基于耐受时程法的结构地震易损性分析软件（软著登记号: 2020SR0287617） |
