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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): 04019063. (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): 1950053. (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), 04018044. (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), 04018027.(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): 06017005. (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): 04015122. (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): 04015163. (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): 04015162. (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.
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