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在国内外核心期刊和国际会议发表论文100余篇，其中60余篇被SCI、EI收录，出版专著3本，参编专著2本，获国家发明专利5项。参与编制了我国结构健康监测领域第一部行业标准《结构健康监测系统设计标准》。 代表性论文 1、Xudong Wang, Changqing Miao*, Xiaoming Wang. Prediction analysis of deflection in the construction of composite box-girder bridge with corrugated steel webs based on MEC-BP neural networks, Structures, 2021,32:691-700（SCI，EI） 2、Rou Li, Changqing Miao*,Zhaoxiang Feng. Experimental study on the fatigue behavior of corroded steel wire，Journal of Constructional Steel Research, 2021,176 (106375)（SCI，EI） 3、Miao Chang-qing，Li Rou，Yu Jie. Effects of characteristic parameters of corrosion pits on the fatigue life of the steel wires, Journal of Constructional Steel Research, 2020,168 (105879)（SCI，EI） 4、Rou Li, Changqing Miao*,Jie Yu. Effect of characteristic parameters of pitting on strength and stress concentration factor of cable steel wire. Construction and Building Materials, 2020,240(117915)（SCI,EI） 5、Meiling Zhuang, Changqing Miao*, Rongfeng Chen. Fatigue Performance Analysis and Evaluation for Steel Box Girder Based on Structural Health Monitoring System. Structural Durability & Health Monitoring, 2020, 14(1):51-79（EI） 6、Li Rou, Miao Changqing*,Wei Tinghua. Experimental study on corrosion behavior of galvanized steel wires under stress. Corrosion Engineering Science and Technology, 2020,(1769273)（SCI,EI） 7、Rou Li, Chang-qing Miao*,Mei-ling Zhuang Experimental and Numerical Investigation of Stress Concentration Factor of Cable Steel Wire with Corrosion Pits. KSCE Journal of Civil Engineering, 2020, 24(5):1581-1592（SCI,EI） 8、Zhuang Meiling,Miao Changqing*, Ji Siyuan. Plane Elasticity Problems by Barycentric Rational Interpolation Collocation Method and A Regular Domain Method. International Journal for Numerical Methods in Engineering, 2020(121):4134-4156（SCI，EI） 9、Chen Rongfeng, Miao Changqing*. Fatigue Performance Evaluation for Welded Details in Orthotropic Steel Deck Bridges Using Multi-Scale Finite Element Method. Structural Durability & Health Mornitoring,14(3):205-228,2020（EI） 10、C Q Miao,M L Zhuang, B Dong. Stress Corrosion of Bridge Cable Wire by the Response Surface Method. Strength of Materials, 2019,51(4):646-652（SCI,EI） 11、Zhuang M L, Miao C Q*. Load Test and Fatigue Life Evaluation for Welded Details in Taizhou Yangtze River Bridge. Structural Durability & Health Mornitoring,2019, 13(2):205-225（EI） 12、Shao Y F, Miao C Q*.Simultaneous de-noising and enhancement method for long span bridge health monitoring data based on empirical mode decomposition and fractal conservation law. Measurement Science and Technology, 2019,30:065103（SCI，EI） 13、Zhuang M L, Miao C Q*. Analysis for Stress Characteristics and Structural Parameters Optimization in Orthotropic Steel Box Girders based on Fatigue Performance. KSCE Journal of Civil Engineering, 2019,23(6):2598-2607（SCI，EI） 14、Zhuang M L, Miao C Q*. A Highly Accurate Collocation Method for Linear and Nonlinear Vibration Problems of Multi-Degree-Of-Freedom Systems Based on Barycentric Interpolation. International Journal of Nonlinear Sciences and Numerical Simulation, 2019,20(5): 543–550（SCI，EI） 15、Hanbo Zhu, Changqing Miao*,Meiling Zhuang. Analysis of office-teaching comprehensive buildings using a modified seismic performance evaluation method. Computer Modeling in Engineering and Sciences, 2019,118(3):471-491（SCI，EI） 16、Zhuang M L, Miao C Q*. Analysis for irregular thin plate bending problems on Winkler foundation by regular domain collocation method. Mathematical problems in Engineering , 2018,1-9（SCI，EI） 17、Zhuang M L, Miao C Q*, Wang Z Q. Collocation method based on barycentric interpolation iteration for analysis of nonlinear microbeams. Journal of Theoretical and Applied Mechanic, 2018,56(3):741-749（SCI，EI） 18、Changqing Miao*, Jie Yu, Mingxing. Mei, Distribution law of corrosion pits on steel suspension wires for a tied arch bridge. Anti-Corrosion Methods and Materials, 2016,63(3):166-170（SCI，EI） 19、MIAO Chang-qing*, Wang Man, Tian Hong-Jin, et al. Damage alarming of long-span suspension bridge based on GPS-RTK monitoring. Journal of Central South University, 2015, 22(7):2800-2808（SCI，EI） 20、Changqing Miao*,ChangHua Shi. Temperature gradient and its effect on flat steel box girder of long-span suspension bridge. Science China Technological Sciences, 2013,56(8): 1929-1939（SCI，EI） 21、Miao Chang-qing*, Deng Yang, etc. Damage alarming for bridge expansion joints using novelty detection technique based on long-term monitoring data. Journal of Central South University, 2013, 20(1):226-235（SCI，EI） 22、孙传智,缪长青,李爱群等.630MPa级超高强钢筋低周疲劳性能试验研究.建筑结构学报. 2021,42(4):194-202 (EI） 23、孙传智,缪长青,李爱群,等.短期荷载作用下配置600MPa级超高强钢筋的混凝土梁裂缝宽度试验研究.土木工程学报, 2020,53(01):12-23（EI） 24、朱汉波，缪长青*，白六涛，等.考虑低周疲劳损伤效应的钢筋混凝土柱 Park-Ang损伤修正模型.东南大学学报, 2020,50(1)：71~80 (EI） 25、孙传智,缪长青,李爱群,等.配置630MPa级高强钢筋的混凝土柱抗震损伤指数模型修正.地震工程与工程振动,2020,40(1):121-132 26、庄美玲,缪长青*. 基于疲劳性能的正交异性钢桥面板构造参数优化分析.东南大学学报, 2018,48(5):843-850 (EI） |
