个人简介
姓名：王晓军教授
所在单位：飞行器结构强度系
研究方向：计算固体力学、结构可靠性等
邮箱：XJWang@buaa.edu.cn

详细介绍 王晓军，男，1978年生，教授，博士生导师。于2001年7月在河北大学数学系获力学学士学位。于2006年4月在北京航空航天大学获固体力学博士学位。2006年5月~2008年4月在北航航空科学与工程学院飞机设计系做博士后。2008年4月~2008年6月在北航航空科学与工程学院固体力学研究所任讲师，2008年7月至2013年9月在北航固体力学研究所任副教授，2011年7月获批为博士生导师，2013年9月至今任教授。
研究方向：
计算固体力学、结构可靠性、多学科优化设计、结构损伤识别与健康监测、结构载荷识别、力学反问题。
科研项目和学术成果：
主持国家自然科学基金2项、国防基础科研计划项目2项、国家重点研发计划课题1项、陆航预研基金项目1项、领域基金1项和国防类横向课题20余项。获2011年度北京航空航天大学“蓝天计划”蓝天新星，2008年度高等学校科研优秀成果奖（科学技术）自然科学奖二等奖，2016年度国防科学技术奖技术发明奖三等奖，2007年度“北京航空航天大学优秀博士后”，2008年度北京航空航天大学“蓝天计划”蓝天新秀。目前已出版专著5部，在国内外著名杂志如《Journal of Vibration and Control》《Journal ofApplied Mechanics》《International Journal of Solids andStructures》《Journal of Sound and Vibration》《Mathematical and Computer Modelling》《AppliedMathematical Modelling》等上发表和录用论文130余篇，其中SCI收录65篇。研究成果得到了同行的认可，论文被SCI他人引用共400余次。
专著：
[1]王晓军,王磊,邱志平.结构可靠性分析与优化设计的非概率集合理论.北京：科学出版社,2016年12月.(ISBN: 73)
[2]邱志平,王晓军,许孟辉.工程结构不确定优化设计技术.北京：科学出版社, 2013年11月. (ISBN:57)
[3]邱志平,王晓军.不确定性结构力学问题的集合理论凸方法.北京：科学出版社, 2008年4月. (ISBN:39)
[4]邱志平,王晓军.飞机结构强度分析和设计基础.北京：北京航空航天大学出版社, 2012年1月. (ISBN:93)
[5]邱志平,王晓军.航空航天结构中的有限元方法.北京：北京航空航天大学出版社, 2012年7月. (ISBN:47)
SCI论文：
[1] Wang L, Wang X J, Su H, Lin G P. Reliability Estimation of Fatigue Crack GrowthPrediction via Limited Measured Data. International Journal of Mechanical Sciences, 2017, 121: 44-57.
[2] Wang L, Liu D L, Yang Y W, Wang X J, Qiu ZP. A novel method of non-probabilistic reliability-based topology optimizationcorresponding to continuum structures with unknown but bounded uncertainties. Computer Methods in Applied Mechanics and Engineering, 2017, DOI: 10.1016/j.cma.2017.08.023.
[3] Wang L, Xiong C, Wang R X, Wang X J. A novelmethod of Newton iteration based interval analysis subjected tomultidisciplinary systems. Science ChinaPhysics, Mechanics & Astronomy, 2017, 60(9): 094611.
[4] Wang X J, Li Y L,Ma Z L,Qiu Z P. Robust Optimization of Structural-Acoustic Coupled System withRandom Parameters. Aerospace Scienceand Technology, 2017,60: 48-57.
[5] Wang L, Wang X J, Li Y L, Lin G P, Qiu Z P. Structural Time-DependentReliability Assessment of the Vibration Active Control System withUnknown-But-Bounded Uncertainties. Structural Control and Health Monitoring, Dec 2, 2016. (online) DOI: 10.1002/stc.1965
[6] Li Y L, Wang X J, Wang L, Fan W C, Qiu Z P. Non-probabilistic StabilityReliability Measure for Active Vibration Control System with IntervalParameters. Journal of Sound and Vibration, 2016, 387: 1-15. (SCI: ED3YM)
[7] Wang X J, Wang RX, Chen X J, Wang L, Geng X Y, Fan W C. Interval Prediction of Responses forUncertain Multidisciplinary System. Structural and Multidisciplinary Optimization, 2017, 55(6): 1945-1964.
[8] Shi Q H, Wang X J, Wang L, Li Y L, Chen X. Set-membership IdentificationTechnique for Structural Damage Based on the Dynamic Responses with Noises. Structural Control and Health Monitoring, 2017, 24(2).
[9] Geng X Y, Wang X J, Wang L, Wang R X. Non-Probabilistic Time-dependent KinematicReliability Assessment for Function Generation Mechanisms With JointClearances. Mechanism and Machine Theory, 2016, 104: 202-221. (SCI: DS4LI)
[10] Wang X J, Li Y L,Ma Z L and Qiu Z P. Reliability-based Optimization of CoupledStructural-Acoustic System with Random Parameters. International Journal of Acoustics and Vibration, 2016, 21(3): 249-256.
[11] Wang R X, Wang X J, Wang L, Chen X J. Efficient Computational Method for theNon-Probabilistic Reliability of Linear Structural Systems. ActaMechanicaSolidaSinica, 2016, 29(3): 284-299.
[12] Wang L, Wang X J, Wang R X, Chen X. Reliability-Based Design Optimization UnderMixture of Random, Interval and Convex Uncertainties. Archive of Applied Mechanics, 2016, 86(7): 1-27.
[13] Wang L, Wang X J, Li X. Inverse System Method for Dynamic Loads Identificationvia Noisy Measured Dynamic Responses. Engineering Computations, 2016, 33(4): 1070-1094. (SCI: DQ2FU)
[14] Li Y L,Wang X J, Huang R, Qiu Z P. Balanced-based model reduction of uncertainsystems with interval parameters.Journal of Vibration and Control,2016, 22(12):2958-2969. (SCI: DP9DL)
[15] Wang L, Wang X J. Time-variant reliability model and its measure index ofstructures based on non-probabilistic interval process. ActaMechanica,2015, 226(10): 3221-3241. (SCI: CR4YS)
[16] Li Y L, Wang X J, Huang R and Qiu Z P. Actuator placement robust optimizationfor vibration control system with interval parameters. Aerospace Science and Technology, 2015, 45: 88-98. (SCI: CQ4TP)
[17] Wang L, Wang X J. Dynamic loads identification in present of unknown but boundedmeasurement errors. Inverse Problems inScience & Engineering,2015, 23(8): 1313-1341. (SCI: DD4BZ)
[18] Li Y L, Wang X J, Huang R,Qiu Z P. Active Vibration and Noise Control ofVibro-acoustic System by Using PID Controller. Journal of Sound and Vibration, 2015, 348: 57-70.
[19] Wang L, Wang X J, Wang R X, Chen X. Time-Dependent Reliability Modeling andAnalysis Method for Mechanics Based on Convex Process. Mathematical Problems in Engineering, 2015, 2015(1): 1-16.
[20] Wang C, Qiu Z P, Wang X J, Wu D.Interval finite element analysis and reliability-based optimization of coupledstructural-acoustic system with uncertain parameters. Finite Elements in Analysis and Design, 2014, 91: 108-114.
[21] Xu M H, Qiu Z P, Wang X J.Uncertainty propagation in SEA for structural-acoustic coupled systems withnon-deterministic parameters. Journal ofSound and Vibration, 2014,333(17):3949-3965.
[22] Wang X J, Yang C,Wang L, Qiu Z P. Probabilistic damage identification of structures withuncertainty based on dynamic responses.ActaMechanicaSolidaSinica, 2014, 27(2): 172-180. (SCI: AH9SO)
[23] Wang L,Wang X J, Xia Y. Hybrid Reliability Analysis ofStructures With Multi-source Uncertainties.ActaMechanica, 2014. (SCI: AA2WU,EI:IP**)
[24] Wang X J, Wang L,Qiu Z P. A Feasible Implementation Procedure for Interval Analysis Method fromMeasurement Data.AppliedMathematical Modelling, 2014, 38(9-10): 2377-2397. (EI:IP**,SCI:AG7YZ)
[25] Wang X J, Qiu ZP, Soeffker D. Uncertainty-Based Design Optimization in Engineering: Model, Algorithm,and Application.Journalof Applied Mathematics, 2013, DOI: 10.1155/2013/595719. (SCI: 256GJ)
[26] Wang X J, Xia Y,Zhou X Q, Yang C. Structural Damage Measure Index Based on Non-probabilisticReliability Model.Journal of Sound and Vibration, 2014, 333(5): 1344-1355. (SCI: 301SX，EI:20**9)
[27] Wang X J, Zhou X Q, Xia Y,Yang C. Comparisons Between Modal-parameters-based and Flexibility-based DamageIdentification Methods.Advances in Structural Engineering, 2013, 16(9):1611-1619. (SCI:233WW)
[28] Wang X J, Yang C,Qiu Z P. Non-probabilistic Information Fusion Technique for Structural DamageIdentification Based on the Measured Dynamic Data with Uncertainty.ActaMechanicaSinica,2013, 29(2):202–210. (SCI: 143QQ)
[29] Wang X J, Wang L,QiuZ P.Safety Estimation of Structural Systems via Interval Analysis.Chinese Journal of Aeronautics,2013, 26(3): 614-623. (SCI: 173UP,EI: 20**7)
[30] Wang X J, Yang C, Wang L, YangH F,Qiu Z P. Membership-Set Identification Method for Structural Damage Basedon Measured Natural Frequencies and Static Displacements.Structural Health Monitoring,2013, 12(1): 23-34. (SCI: 236PU, EI: 20**0)
[31] Elishakoff I,Wang X J, Hu J X,Qiu Z P.Minimization of the Least Favorable Static Response of a Two-Span BeamSubjected to Uncertain Loading.Thin-Walled Structures, 2013, 70: 49-56. (SCI: 178VZ,EI:20**2)
[32] Elishakoff I,Wang X J, Li Y L, Hu J X,Qiu ZP. Regulating the Dynamic Behavior of a Column with Uncertain InitialImperfections by Support-Placing.International Journal of Solids and Structures,2013, 50(2): 396-402. (SCI: 056WE,EI: 073)
[33] Qiu Z P, Huang R,Wang X J. Structural reliability analysis andreliability-based design optimization: Recent advances.Science China Physics,Mechanics and Astronomy, 2013, 56(9): 1611-1618, doi:10.1007/s11433-013-5179-1. (SCI: 203RP,EI: 20**2)
[34] Huang R, Qiu Z P,Wang X J. Continuum Aeroelastic Model and FlutterAnalysis for a Variable-span Morphing Wing. In: Wang C K; Guo J. 2ndInternational Conference on Mechatronics and Applied Mechanics (ICMAM2012).Applied Mechanics andMaterials, 2012, 300: 1136-1143. (SCI: BFM85,EI:20**5)
[35] Wang X J, Wang L,QiuZ P. Response Analysis Based on Smallest Interval Set of Parameters forStructures with Uncertainty.Applied Mathematics and Mechanics, 2012, 33(9):1153-1166. (SCI:002QX)
[36] Wang X J, Yang HF, Wang L,Qiu Z P. Interval Analysis Method for Structural DamageIdentification Based on Multiple Load Cases.ASME-Journal of Applied Mechanics, 2012, 79(5):051010-1~051010-8. (SCI: 000UH,EI: 683)
[37] Jia X, Ma Z L,Wang X J, Qiu Z P. The Optimization Design for aForebody Structure Based On Size Optimization. DISCOVERY, INNOVATION ANDCOMMUNICATION - 5TH CSAA SCIENCE AND TECHNIQUE YOUTH FORUM. 5th CSAA Scienceand Technique Youth Forum - Discovery, Innovation and Communication, Jiangxi,PEOPLES R CHINA, 141-146, 2012. (SCI: BGU90)
[38] Wang X J, Wang L.Uncertainty Quantification and Propagation Analysis of Structures Based on theMeasurement Data.Mathematicaland Computer Modelling, 2011, 54, 11-12: 2725-2735. (SCI:831GJ, EI:201**)
[39] Wang X J, Wang L,Elishakoff I,Qiu Z P.Probability and Convexity Concepts Are Not Antagonistic.ActaMechanica,2011, 219(1-2): 45-64. (SCI: 760GK,EI: 993)
[40] Wang X J,Elishakoff I, Qiu Z P, Kou C H. Non-probabilistic Methods for Natural Frequencyand Buckling Load of Composite Plate Based on the Experimental Data.Mechanics Based Design ofStructures and Machines, 2011, 39(1): 83-99. (SCI: 751KE,EI:323)
[41] Wang X J, Yang HF,Qiu Z P.Interval Analysis Method for Damage Identification of Structures.AIAA Journal,2010, 48(6): 1108-1116. (IF: 1.147) (SCI: 605MY,EI: 698)
[42] Qiu Z P, Wang X J. Structural anti-optimization withinterval design parameters.Structural and Multidisciplinary Optimization,2010, 41(3), 397-406. (SCI: 567BO,EI: 631)
[43] Qiu Z P,Wang X J, Li Z. Post-buckling Analysis of a ThinStiffened Plate with Uncertain Initial Deflection via Interval Analysis.International Journal ofNon-Linear Mechanics, 2009, 44(10): 1031-1038. (SCI: 518RW,EI:131)
[44] Qiu Z P, Ma L H, Wang X J. Unified form for static displacement,dynamic response and natural frequency analysis based on convex models.Applied Mathematical Modelling,2009, 33(10): 3836-3847. (SCI: 461OS,EI: 708)
[45] Wang X J,Elishakoff I, Qiu Z P, Kou C H. Hybrid Theoretical, Experimental and NumericalStudy of Vibration and Buckling of Composite Shells with Scatter in ElasticModuli.InternationalJournal of Solids and Structures, 2009, 46(13): 2539-2546. (SCI: 445IY,EI:796)
[46] Wang X J,Qiu Z P.Non-Probabilistic Interval Reliability Analysis of Wing Flutter.AIAA Journal,2009, 47(3): 743-748. (SCI: 414YS,EI: 652)
[47] Wang X J,Elishakoff I, Qiu Z P, Ma L H. Comparisons of Probabilistic and TwoNon-Probabilistic Methods for Uncertain Imperfection Sensitivity of a Column ona Non-Linear Mixed Quadratic-Cubic Foundation.ASME-Journal of Applied Mechanics, 2009, 76(1):**~**. (SCI: 372GK,EI: 467)
[48] Qiu Z P, Wang X J. Vertex Solution Theorem for the Upperand Lower Bounds on the Dynamic Response of Structures withUncertain-But-Bounded Parameters.ActaMechanicaSinica, 2009, 25(3): 367-379. (SCI: 450XE,EI:180)
[49] Qiu Z P,Wang X J, Zhang X. Parallel computing for staticresponse analysis of structures with uncertain-but-bounded parameters.ActaMechanicaSolidaSinica,2008, 21(5): 1-11. (SCI: 389RJ,EI: 102)
[50] Qiu Z P , Ma L H, Wang X J. Non-probabilistic interval analysis methodfor dynamic response analysis of nonlinear systems with uncertainty.Journal of Sound and Vibration,2008, 319: 531-540. (SCI: 383ES,EI: 462)
[51] Wang X J, Qiu Z P,ElishakoffI. Non-Probabilistic Set-Theoretic Model for Structural Safety Measure.ActaMechanica,2008, 198(1-2): 51-64. (SCI: 323CA,EI: )
[52] Wang X J,Elishakoff I,Qiu Z P. Experimental Data Have to Decide Which of theNon-Probabilistic Uncertainty Descriptions — Convex Modeling or IntervalAnalysis — to Utilize.ASME-Journal of Applied Mechanics, 2008, 75(4):**~**. (SCI: 310SP,EI: )
[53] Wang X J,Qiu ZP.IntervalFinite Element Analysis of Wing Flutter.Chinese Journal of Aeronautics,2008, 21(2): 134-140. (SCI: 294DI,EI: )
[54] Qiu Z P, Lin Q, Wang X J. Convex models and probabilistic approachof nonlinear fatigue failure.Chaos, Solitons and Fractals, 2008, 36(1):129-137. (SCI:240EO,EI:)
[55] Sim J, Qiu Z P, Wang X J. Modal analysis of structures withuncertain-but-bounded parameters via interval analysis.Journal of Sound and Vibration,2007, 303(1-2): 29-45. (SCI: 162CT,EI: )
[56] Qiu Z P,Wang X J, Chen J Y. Exact bounds for the staticresponse set of structures with uncertain-but-bounded parameters.International Journal ofSolids and Structures, 2006, 43(21): 6574-6593. (SCI: 094ET,EI:)
[57] Qiu Z P, Wang X J. Interval analysis method and convexmodels for impulsive response of structures with uncertain-but-bounded externalloads.ActaMechanicaSinica,2006, 22(3): 265-276. (SCI: 082DI,EI: )
[58] Qiu Z P, Ma L H, Wang X J. Ellipsoidal-bound convex model for thenon-linear buckling of a column with uncertain initial imperfection.International Journal ofNon-Linear Mechanics, 2006, 41(8): 919-925. (SCI: 132DO,EI:)
[59] Qiu Z P, Wang X J. Parameter perturbation method fordynamic responses of structures with uncertain-but-bounded parameters based oninterval analysis.International Journal of Solids and Structures, 2005,42(18-19): 4958-4970. (SCI: 939EF,EI: )
[60] Qiu Z P, Wang X J. Solution theorems for the standardeigenvalue problem of structures with uncertain-but-bounded parameters.Journal of Sound and Vibration,2005, 282(1-2): 381-399. (SCI: 906SZ,EI: )
[61] Qiu Z P,Wang X J, Friswell M I. Eigenvalue bounds ofstructures with uncertain-but-bounded parameters.Journal of Sound and Vibration,2005, 282(1-2): 297-312. (SCI: 906SZ,EI: )
[62] Qiu Z P, Wang X J. Several solution methods for thegeneralized complex eigenvalue problem with bounded uncertainties.International Journal ofSolids and Structures, 2005, 42(9-10): 2883-2900. (SCI: 896QE,EI:)
[63] Qiu Z P, Wang X J. Two non-probabilistic set-theoreticalmodels for dynamic response and buckling failure measures of bars with unknown-but-boundedinitial imperfections.International Journal of Solids and Structures,2005, 42(3-4): 1039-1054. (SCI: 874QD,EI: )
[64] Qiu Z P, Ma Y, Wang X J. Comparison between non-probabilistic interval analysis methodand probabilistic approach in static response problem of structures withuncertain-but-bounded parameters.Communications in Numerical Methods in Engineering,2004, 20(4): 279-290. (SCI: 720CN,EI: )
[65] Qiu Z P, Wang X J. Comparison of dynamic response ofstructures with uncertain-but-bounded parameters using non-probabilisticinterval analysis method and probabilistic approach.International Journal ofSolids and Structures, 2003, 40(20): 5423-5439.(SCI: 814IZ,EI:)
教学工作：
研究生课程：《飞机结构强度基础》
本科生课程：《结构分析中的有限单元法》、《专业课程设计》
联系方式：
Tel: 86-(O)
Fax: 86-
Email:XJWang@buaa.edu.cn
办公室：北京航空航天大学新主楼C座920室
通信地址：北京航空航天大学固体力学研究所
邮编：100191