个人简介
冯德成，江苏兴化人。工学博士，东南大学副教授、硕士生导师。任中国地震学会基础设施防震减灾青年委员会委员。2018年入选江苏省科协“青年科技人才托举工程”。2019年获欧洲计算方法与应用科学学会（ECCOMAS）主题会议青年****奖（Young Researchers Award）。主要从事结构损伤与破坏分析、结构安全性能的概率评估、机器学习技术辅助的结构计算方法等研究。在结构工程领域国际权威期刊Journal of Structural Engineering (ASCE), Engineering Structures, Structural Safety, Mechanical System and Signal Processing, Engineering Fracture Mechanics等发表SCI论文30余篇，其中一作/通讯21篇（JCR Q1/Q2 18篇）。主持国家自然科学基金1项、江苏省自然科学基金1项。作为骨干成员先后参与国家“十三五”重点研发计划、国家自然科学基金重点项目等研究。

联系方式
地址：江苏省南京市东南大学九龙湖校区土木大楼914室，211189
手机：**
邮箱：dcfeng@seu.edu.cn

教育经历
n2010.09 - 2016.03同济大学，结构工程，工学博士（导师：李杰教授）
n2014.09 - 2015.09 LehighUniversity, 联合培养博士（导师：Prof. James M. Ricles）
n2006.09 - 2010.06 东南大学，土木工程，工学学士

工作经历
n2019.04 - 至今东南大学，土木工程学院建筑工程系，副教授（破格）
n2016.06 - 2018.12 东南大学，土木工程学院建筑工程系，助理教授

研究方向
n复杂混凝土结构损伤与破坏分析
n考虑不确定性的工程结构可靠度分析及概率性能评估
n基于机器学习技术的智能计算力学方法

科研项目
n国家自然科学基金青年基金，**，装配式混凝土结构拼接区精细化分析模型与整体损伤演化研究，2018/01-2020/12，项目负责人
n江苏省自然科学基金青年基金，BK**，装配式混凝土框架节点损伤机理及高效分析模型研究，2017/07-2020/06，项目负责人
n中央高校基本科研业务费专项资金项目，**K40212，钢筋混凝土框架结构高效分析模型研究，2017/01-2017/12，项目负责人
n中央高校基本科研业务费专项资金项目，**K40141，考虑弯剪耦合与粘结滑移的正则化Timoshenko单元研究，2018/01-2018/12，项目负责人。
n北京工业大学重点实验室开放基金面上项目，，考虑材料退化的混凝土框架结构连续倒塌时变行为分析及鲁棒性评价体系研究，2019/06-2021/12，项目负责人
n浙江省装配式混凝土工业化建筑工程中心开放基金项目，ZZP1802，装配式混凝土结构连接节点精细化分析模型，2018/07-2020/07，项目负责人
n国家自然科学基金重点项目，**，装配式混凝土结构“非等同现浇”抗震设计新理论研究，2019/01-2023/12，项目骨干

代表性期刊论文(截至2019.08)
[1]Feng, D.C., and Wu, J.Y.An Improved Displacement-Based Timoshenko Beam Element with Enhanced-Strains. Journal of Structural Engineering-ASCE, 2019. (SCI, IF: 2.528, JCR Q2)
[2]Feng, D.C., Wu, G., and Ning, C.L. A regularized force-based Timoshenko fiber element including flexure-shear interaction for cyclic analysis of RC structures.International Journal of Mechanical Sciences, 2019, 160: 59-74. (SCI, IF: 4.134, JCR Q1)
[3]Feng, D.C., Xie, S.C., Deng, W.N., and Ding,Z.D. Probabilistic failure analysis of reinforcedconcrete beam-column sub-assemblage under column removal scenario. EngineeringFailure Analysis, 2019, 100: 381-392. (SCI, IF: 2.203, JCR Q2)
[4]Feng, D.C., Wu, G., and Wang, Z. Progressive collapse performance analysis of precastreinforced concrete structures. The Structural Design of Tall and Special Buildings, 2019,28(5): e1588. (SCI, IF: 2.204, JCR Q2)
[5]Feng, D.C., Xie, S.C., Ning, C.L., and Liang, S.X. Investigation of Modeling Strategies for Progressive Collapse Analysis of RC Frame Structures. Journal of Performance of Constructed Facilities-ASCE, 2019, 33(6): **. (SCI, IF: 1.542, JCR Q3)
[6]Xu, J., and Feng, D.C.Stochastic dynamic response analysis and reliability assessment of non-linear structures under fully non-stationary ground motions. Structural Safety, 2019,79: 94-106. (SCI, IF: 3.517, JCR Q1)
[7]Ye, Z., Feng, D.C., and Wu, G. Seismic control of modularized suspended structureswith optimal vertical distributions of the secondary structure parameters. Engineering Structures, 2019, 183: 160-179. (SCI, IF: 3.084, JCR Q1)
[8]Cao, X.Y., Feng, D.C., and Wu, G.Seismic performance upgrade of rc frame buildings using precast bolt-connected steel-plate reinforced concrete frame-braces. Engineering Structures, 2019, 195: 382-399. (SCI, IF: 3.084, JCR Q1)
[9]Ding,Z.D., Feng, D.C., Ren, X.D., and Wang, J. Physically based constitutive modeling of concrete fatigue and practical numerical method for cyclic loading simulation. EngineeringFailure Analysis, 2019, 101: 230-242. (SCI, IF: 2.203, JCR Q2)
[10]Ning, C.L., and Feng, D.C.Probabilistic indicator to classify the failure mode of reinforced concrete columns. Magazine of Concrete Research, 2018, 71(14): 734-748. (SCI, IF: 2.026, JCR Q2)
[11]Fu, B., Feng, D.C., and Jiang, H.J. A new family of explicit model-based integration algorithms for structural dynamic analysis. International Journal of Structural Stability and Dynamics, 2019, 19(6): **. (SCI, IF: 2.156, JCR Q2)
[12]Feng, D.C., Ren, X.D., and Li, J. Softened Damage-Plasticity Model for Analysis of Cracked Reinforced Concrete Structures. Journal of Structural Engineering-ASCE, 2018, 144 (6), **. (SCI, IF: 2.528, JCR Q2)
[13]Feng, D.C., Wu, G., and Lu, Y. Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading. Engineering Structures, 2018, 174: 49-66. (SCI, IF: 3.084, JCR Q1)
[14]Feng, D.C., Ren, X.D., and Li, J. Cyclic behavior modeling of reinforced concrete shear walls based on softened damage-plasticity model. Engineering Structures, 2018, 166: 363-375. (SCI, IF: 3.084, JCR Q1)
[15]Feng, D.C., and Wu, J.Y. Phase-field regularized cohesive zone model (CZM) and size effect of concrete. Engineering Fracture Mechanics, 2018, 197, 66-79. (SCI, IF: 2.908, JCR Q1)
[16]Feng, D.C., and Xu, J. An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures. Bulletin of Earthquake Engineering, 2018, 16(11): 5425-5452. (SCI, IF: 2.406, JCR Q2)
[17]Feng, D.C., and Ding, Z.D. A new confined concrete model considering the strain gradient effect for RC columns under eccentric loading. Magazine of Concrete Research, 2018, 70 (23), 1189-1204. (SCI, IF: 2.026, JCR Q2)
[18]Feng, D.C., Wu, G., and Lu, Y. Numerical Investigation on the Progressive Collapse Behavior of Precast Reinforced Concrete Frame Sub-assemblages. Journal of Performance of Constructed Facilities-ASCE, 2018, 32 (3), **.(SCI, IF: 1.542, JCR Q3)
[19]Feng, D.C., Yang, C.D., and Ren, X.D. Multi-Scale Stochastic Damage Model for Concrete and Its Application to RC Shear Wall Structure. Engineering Computations, 2018, 6: 1-32. (SCI, IF: 1.246, JCR Q3)
[20]Xu, J., and Feng, D.C.Seismic response analysis of nonlinear structures with uncertain parameters under stochastic ground motions. Soil Dynamics and Earthquake Engineering, 2018, 111: 149-159. (SCI, IF: 2.578, JCR Q2)
[21]Feng, D.C., and Ren, X.D. Enriched Force-Based Frame Element with Evolutionary Plastic Hinge. Journal of Structural Engineering-ASCE, 2017, 143(10): **. (SCI, IF: 2.528, JCR Q2)
[22]Feng, D.C., Wu, G., Sun, Z.Y., and Xu, J.G. A Flexure-Shear Timoshenko Fiber Beam Element Based on Softened Damage-Plasticity Model. Engineering Structures, 2017, 140: 483-497. (SCI, IF: 3.084, JCR Q1)
[23]Feng, D.C., Ren, X.D., and Li, J. Stochastic Damage Hysteretic Model for Concrete Based on Micro-mechanical Approach. International Journal of Non-Linear Mechanics, 2016, 83: 15-25. (SCI, IF: 2.225, JCR Q2)
[24]Feng, D.C., Kolay, C., Ricles, J.M., and Li, J. Collapse Simulation of Reinforced Concrete Frame Structures. The Structural Design of Tall and Special Buildings, 2016, 25(12): 578-601. (SCI, IF: 2.204, JCR Q2)
[25]Feng, D.C., Ren, X.D., and Li, J. Implicit Gradient Delocalization Method for Force-based Frame Element. Journal of Structural Engineering-ASCE, 2015, 142(2): **. (SCI, IF: 2.528, JCR Q2)
[26]Feng, D.C., and Li, J. Stochastic Nonlinear Behavior of Reinforced Concrete Frames. II: Numerical Simulation. Journal of Structural Engineering-ASCE, 2015, 142(3): **. (SCI, IF: 2.528, JCR Q2)
[27]Li, J., Feng, D.C., Gao, X., and Zhang, Y. Stochastic Nonlinear Behavior of Reinforced Concrete Frames. I: Experimental Investigation. Journal of Structural Engineering-ASCE, 2015, 142(3): **. (SCI, IF: 2.528, JCR Q2)

会议报告
[1]Feng, D.C., Liang, Y.P., and Ren, X.D. Stochastic finite element analysis of U-shaped RC shear wall with a novel random field modeling strategy for open thin-walled structural members. ECCOMAS ThematicConference-Computational Methods in Multi-scale, Multi-uncertainty and Multi-physics Problems (CM⁴P), 15-17 July 2019, Porto, Portugal.
[2]Feng, D.C., and Xie, S.C. Reliability assessment of reinforce concrete structures subjected to progressive collapse. 13th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP13), 26-30 May 2019, Seoul, South Korea.
[3]Feng, D.C., and Ding, Z.D. Probabilistic failure analysis of reinforced concrete beam column sub-assemblage under column removal scenario. 8th International Conference on Engineering Failure Analysis (ICEFA 2018), 8-11 July 2018, Budapest, Hungary.
[4]Feng, D.C.Unified stochastic damage model for quasi-brittle materials based on multiscale modeling. Engineering Mechanics Institute Conference 2018 (EMI 2018), 29 May-1 June 2018, MIT, Boston, USA.
[5]Feng, D.C.Multi-scale stochastic damage model and its application to shear wall structure.ECCOMAS ThematicConference-Computational Modelling of Multi-Uncertainty and Multi-Scale Problems (COMUS17), 12-14 September 2017, Porto, Portugal.
[6]Feng, D.C.New force-based element with axial-flexure-shear interaction based on softened damage-plasticity model. Engineering Mechanics Institute Conference 2017 (EMI 2017), 4-7 June 2017, San Diego, USA.
[7]Li, J., Feng, D.C., and Gao, X.L. Experimental study of the stochastic nonlinear behavior of reinforced concrete frames. 4th International Symposium on Life-Cycle Civil Engineering(IALCCE 2014), 16-19 November 2014, Tokyo, Japan.

发明专利
冯德成,李杰,高向玲,张业树.一种内力测量传感器,国家知识产权局, 发明专利, 专利号:ZL7.0, 授权日期2015/01/14.

社会任职
中国地震学会基础设施防震减灾青年委员会，委员
美国土木工程师学会会员(Member of American Society of Civil Engineers, ASCE)
美国工程力学协会会员(Member of Engineering Mechanics Institute, EMI)

期刊审稿
Journal of Structural Engineering (ASCE)
Journal of Performance ofConstructed Facilities (ASCE)
ACI Materials Journal
Engineering Structures
Construction and Building Materials
Engineering Fracture Mechanics
The Structural Design of Tall and Special Buildings
Structural Concrete
Annals of Nuclear Energy
Advances in Structural Engineering
Computer Modeling in Engineering & Sciences

(最后更新日期：2019年9月1日)