缪长青


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个人简介
主要学习及工作经历

1982-1986  西北工业大学,飞行器结构设计与强度专业,学士

1986-1992  航空工业部640研究所,飞机结构静动力分析与可靠性研究

1992-1998  北京航空航天大学,力学专业,博士(硕博连读)

1999-2001  江苏省计量科学研究院,从事力学、振动测试技术研究与开发

2001-2004  东南大学,土木工程流动站,博士后

2004-至今   东南大学土木工程学院,主要从事工程结构健康监测与损伤识别、疲劳与可靠性评估、结构抗震性能等方向研究

学术兼职

担任江苏省力学学会理事、江苏省振动工程学会常务理事,并担任Structural Health MonitoringAdvances in Structural EngineeringAnti-Corrosion Methods and MaterialsMeasurement Science and TechnologySCIENCE CHINATechnological Sciences)、《土木工程学报》、《中国公路学报》、《振动工程学报》等国际国内核心期刊审稿人。国家自然科学基金的项目通讯评审专家。

教学课程

本科生教学:结构力学、弹性力学与有限元

研究生教学:结构健康监测

科研、教改项目

主持国家科技支撑计划项目子课题1项、国家自然科学基金项目3项、航空科学基金项目3项、江苏省自然科学基金项目3项、江苏省交通厅重大专项子课题等省厅科研项目5项。主持泰州大桥静动载试验(钢箱梁荷载响应试验)、润扬大桥结构健康监测数据分析与结构状态评估、洛阳瀛洲特大桥结构健康监测与静动载试验、烟台夹河特大桥施工监测等重大工程科研项目50余项。

作为主要研究人员参与完成了863项目、国家自然科学基金重点项目、国家科技支撑计划项目等纵向科研项目共8项。作为主要研究人员参与完成了润扬大桥结构健康监测与评估系统研究、润扬大桥静动载试验、苏通大桥结构健康监测与状态预警系统研究等国家重大工程科研项目8项。

近几年主持的科研项目

1、纵向科研项目

1)国家自然科学基金面上项目:大跨桥梁吊索腐蚀疲劳损伤多尺度演化机理与时变可靠性研究(52178119),2022.01-2025.12(主持)

2)国家自然科学基金面上项目:车载和温度场耦合作用下大跨悬索桥钢箱梁疲劳性能及耐久性评估方法(51778135),2018.01-2021.12(主持)

3)国家自然科学基金面上项目:大跨桥梁缆索腐蚀疲劳机理与耐久性研究(51078080),2010.01-2013.12(主持)

4)国家科技支撑计划项目子题:超大跨连续大柔度桥道系结构疲劳及适宜构造形式的研究(2009BAG15B03),2009.09-2014.12(主持)

5)航空科学基金项目:基于声发射的金属结构损伤快速诊断技术研究(20130969010),2013.10-2016.12(主持)

6)航空科学基金项目:飞机结构试验中疲劳损伤预警及监测方法研究(20090969014),2009.10-2012.12(主持)

7)江苏省自然科学基金项目:基于磁致伸缩的超声导波在缆索无损检测中的应用(BK20160207),2016.7-2019.12(合作主持)

8)江苏省自然科学基金项目:大跨悬索桥吊索系统承载力退化机理与耐久性研究(BK2012562),2012.7-2015.12(合作主持)

2、横向科研项目

1)基于数字成像的桥梁裂缝智能识别与应力场分析研究,2021.1-2023. 06(主持)

2)斜弯型独塔混合梁斜拉桥构造性态与安全性研究,2020.5-2022.12(主持)

3)诸永高速公路诸暨段桥涵病害检测与安全性评估,2016.1-2019.12(主持)

4)烟台夹河特大桥施工监控,2016.1-2019.12(主持)

5324省道睢宁段徐洪河大桥施工监控与静动载试验,2016.1-2018.12(主持)

6)常熟碧浒路浒浦大桥施工监控与静动载试验,2014.6-2017.6(主持)


论文和专著


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SCIEI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

1Xudong 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, 2021,32:691-700SCIEI

2Rou Li, Changqing Miao*,Zhaoxiang Feng. Experimental study on the fatigue behavior of corroded steel wireJournal of Constructional Steel Research, 2021,176 (106375)SCIEI

3Miao Chang-qingLi RouYu Jie. Effects of characteristic parameters of corrosion pits on the fatigue life of the steel wires, Journal of Constructional Steel Research, 2020,168 (105879)SCIEI

4Rou 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

5Meiling 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):51-79EI

6Li 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

7Rou 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):1581-1592SCI,EI

8Zhuang 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):4134-4156SCIEI

9Chen 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):205-228,2020EI

10C Q Miao,M L Zhuang, B Dong. Stress Corrosion of Bridge Cable Wire by the Response Surface Method. Strength of Materials, 2019,51(4):646-652SCI,EI

11Zhuang 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):205-225EI

12Shao 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, 2019,30:065103SCIEI

13Zhuang 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):2598-2607SCIEI

14Zhuang 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): 543–550SCIEI

15Hanbo 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):471-491SCIEI

16Zhuang M L, Miao C Q*. Analysis for irregular thin plate bending problems on Winkler foundation by regular domain collocation method. Mathematical problems in Engineering , 2018,1-9SCIEI

17Zhuang 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):741-749SCIEI

18Changqing 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):166-170SCIEI

19MIAO 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):2800-2808SCIEI

20Changqing 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): 1929-1939SCIEI

21Miao 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):226-235SCIEI

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,.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):12-23EI

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,.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

专利、软件著作权
荣誉和奖励
指导学生