教师姓名:董银峰
邮箱地址:dongyinfeng@cqu.edu.cn
工作电话:13808336989


博士,副教授。主要从事地震动输入、信号处理及其应用、结构抗震与控制、人工智能等方向的研究。先后主持国家自然科学基金项目1项,主研国家自然科学基金项目5项,发表论文50余篇(SCI收录5篇,EI收录12篇),参编教材1本, 获省部级科研成果奖2项。现担任Soil Dynamics and Earthquake EngineeringJournal of Sound and VibrationEngineering StructuresNuclear Engineering and DesignProbabilistic Engineering MechanicsEarthquake Engineering and Engineering Vibration等国内外期刊审稿人。毕业硕士研究生22人,3人次获国家奖学金,出国留学进修1人。

2011年入选教育部新世纪优秀人才支持计划。

2009年度重庆大学十佳优秀青年教师

2012年获重庆大学唐立新奖教金优秀科研教师奖三等奖。

主要研究方向

1. 人工智能及其应用(基于大数据和AI的地震动场地效应,结构损伤识别、地震反应预测与仿真、优化控制)

2. 计算机视觉、信号处理及其应用

3. 地震动输入(复杂地形地震动输入、地震动模型化、模拟与仿真)

4. 结构抗震与控制 (自适应结构体系,新型轻质金属材料结构体系,复杂结构抗震分析与性能评估、消能减震与控制)

5. 多场耦合动力系统分析与优化(拓扑优化、声-固耦合体系动力分析、优化及其应用)



近期科研项目

1. 基于VARMA 模型的精细时频分析方法及其在振动信号处理,国家自然科学基金项目,2009-2011

2. 动力设备大块式基础建设软件接口连接,2011-2012

3. 汽轮机高位布置主厂厂房结构弹塑性分析及弹簧隔振基座分析,2013-2014

4. 中美钢结构设计规范对比,2014-2016

5. 碎煤机室隔震消能研究,2016-2017

6. 大型垃圾电厂抗震性能分析与评估,2017-2020


获奖情况

1. 大型火电厂主厂房结构抗震性能提升关键技术与工程应用,陕西省科技进步一等奖,2018年
2. 强地震地面运动分析与应用系统,教育部科学技术进步奖一等奖,2007年
3. 工程结构的地震动输入研究,教育部科学技术进步奖二等奖,2005年
4. 重庆大学“唐立新奖教金”优秀科研教师奖三等奖,2012年
5. 重庆大学“优秀青年教师”,2009年




代表性论著

1.     Dong,Yinfeng, Hu, Ying. (2019). Non-stationary property in frequency content ofhorizontal ground motion vectors. Advances in Mechanical Engineering. 11.10.1177/1687814019841141.

2.     DongY F, Li Y M, Lai M, Structural damage detection using empirical-modedecomposition and vector autoregressive moving average model, Soil Dynamics andEarthquake Engineering, 2010, 30(3): 133-145. (他引23次, SciVerse ScienceDirect's Top 25 HottestArticles, Ranked 13, Soil Dynamics and Earthquake Engineering, January to March2010)

3.     DongY F, Li Y M, Xiao M K, Lai M, Analysis of earthquake ground motions using animproved Hilbert-Huang transform, Soil Dynamics and Earthquake Engineering,2008, 28(1): 7-19. (他引77次,SciVerse ScienceDirect's Top 25 Hottest Articles, Ranked 3, 10 and 23, SoilDynamics and Earthquake Engineering, October 2007 to June 2008)

4.     DongY F, Li Y M, Xiao M K, Lai M, Unscented Kalman filter for time varying spectralanalysis of earthquake ground motions, Applied Mathematical Modelling, 2009,33(1): 398-412. (他引14次)

5.     DongY F, Li Y M, Lai M, Xiao M K, Nonlinear structural response prediction based onsupport vector machines, Journal of Sound and Vibration, 2008, 311(3-5):886-897. (他引31次)

6.     DaiMinghui, Li Yingmin, Liu Shuoyu, Dong Yinfeng. Identification of Far-FieldLong-Period Ground Motions Using Phase Derivatives, Advances in CivilEngineering, vol. 2019, Article ID 1065830, 20 pages, 2019.

7.     YaoHebin, Dong Yinfeng, He Kaiqi, Ma Zhanxiong. Selection of bidirectional groundmotions for time history analysis. Proc. The 2018 Structures Congress(Structures18), 2018.

8.     LiangWenju, Dong Yinfeng, He Kaiqi, Ma Zhanxiong. Incremental dynamic analysis andvulnerability analysis of structures under bidirectional ground motion inputs. Proc.The 2018 Structures Congress (Structures18), 2018.

9.     DongYinfeng, Yao Hebin, Hu Yin. Intensity characteristics of Ground MotionVectors[C]. International Conference on Applied Mathematics, Modeling andSimulation (AMMS), 2018: 248-256.

10.  Lin Song, Dong Yinfeng. Application of Steel-Magnesium Hybrid BucklingRestrained Brace in Steel Power Plant Structure. Proc. of 2017 3rdInternational Forum on Energy, Environment Science and Materials (IFEESM 2017),2018.

11.  DongYinfeng, Hu Ying, Lin Song. Preliminary analysis of double-plateau groundmotions of recent great earthquakes. Proceedings of the 2016 InternationalConference on Innovative Material Science and Technology (IMST 2016), 2017.

12.  DongYinfeng, Lin Song, Hu Ying. Seismic performance of RC frame structures withmagnesium-steel seismic reduction braces. Proceedings of the 2016 InternationalConference on Innovative Material Science and Technology (IMST 2016), 2017.

13.  董银峰,梁文举,姚鹤彬,等. 双向地震动输入方法对结构时程分析反应的影响[J]. 建筑结构学报,2018,39(S1):168-174.

14.  董银峰,赵强,马占雄,等.钢结构火电厂主厂房抗震性能评估[J]. 建筑结构学报,2016,37(S1):165-169.

15.  董银峰,马占雄,陈顺,等. 基于地表及地下强震动加速度记录的场地液化判别[J]. 建筑结构学报,2016,37(S1):362-365.

16.  董银峰,陈顺, 李旭鹏.2011年东日本大地震记录强度包线研究, 土木工程学报, 2013, (S1), 134-138.

17.   董银峰, 李英民,赖明. 基于EMD和VARMA模型的结构损伤识别[J]. 振动与冲击, 2010, 29(12): 141-147.

18.   Dong Y F, Kim D K, Cho S G. Non-stationary frequency content of groundmotions from the 2011 Tohoku earthquake in Japan[C]. Proc. of 15th WCEE,Lisbon, Portugal, 2012, PN2472.

19.   Kim D K, Cho S G, Dong Y F. Generation of non-stationary ground motionsfor probabilistic seismic risk analysis of nuclear power plants[C]. Proc. of15th WCEE, Lisbon, Portugal, 2012, PN2825.

20.   Ali A, Kim D K, Dong Y F, Cho S G. Seismic performance of base isolatednuclear power plants under real & simulated long-period seismicexcitations[C]. Proc. of 15th WCEE, Lisbon, Portugal, 2012, PN2085.

21.   Ali A, Dong Y F, Kim D K, Cho S G. Dynamic response of base isolated NPPsunder long period seismic excitations[C]. Proc. of the 9th InternationalConference on Urban Earthquake Engineering/ 4th Asia Conference on EarthquakeEngineering, Tokyo, Japan, 2012, 1391-1396.

22.   Dong Y F, Xu S, Guo J F. Study ofWenchuan Earthquake strong ground motions nonstationarity. 2011 InternationalConference on Electrical and Control Engineering (ICECE), 5492-5494, 2011/9/16(EI).