先后发表学术论文30余篇,其中高水平论文10余篇。近5年来代表性论文: [1] Tongfa Deng; Jinwen Huang; Maosen Cao; Dayang Li; Mahmoud Bayat . Seismic Damage Identifi cation Method for Curved Beam Bridges Based on Wavelet Packet Norm Entropy, sensors, 2021, 2022(2 2): 1-25 [2] Maosen Cao; Zhongqing Su; Tongfa Deng; Wei Xu*、Nonlinear pseudo-force in “breathing ” delamination to generate harmonics: A mechanism and application study、International Journal of Mechanical Sciences 192 (2021) 106124、0020-7403 [3] Li, Dayang; Cao, Maosen; Deng Tongfa*; Zhang, Shixiang. Wavelet Packet Singular Entropy-Based Method for Damage Identification in Curved Continuous Girder Bridges under Seismic Excitati ons, Sensors, 2019, 19(19): 1-24 [4] Deng T F, Liu W Q, Zhu Y, et al. Reviving oscillation with optimal spatial period of frequency distribution in coupled oscillators[J]. Chaos: An Interdisciplinary Journal of Nonlinear Science, 2016, 26(9):094813. [5] Deng T F, Zhang J P*, Mahmoud B. Simplified Method and Influence Factors of Vibration Characteristics of Isolated Curved Girder Bridge[J]. Structural Durability and Health Monitoring,2018,12(3): 189-212. [6] Deng T F, Zhang J P*, Li S, et al.Anti-overturning Stability Coefficient of Curved Girder Bridges Considering Seismic Action [J].Journal of Vibroengineering,2019,21(3). DOI: https://doi.org/10.21595/jve.2019.20798. [7] 冯睿为,劳天鹏,邓通发等. 基于构件合力的曲线梁桥最不利激励方向确定[J].同济大学学报(自然科学版),2019,47(3):301-308. [8] Deng T F, Chang Q Y, Li S, et al.Analysis of Seismic Responses of Continuous Rigid Frame Bridge under Influences of Topographic Effect and Incident Angles[C].2018 3rd International Conference on Smart City and Systems Engineering, ICSCSE 2018. [9] Tongfa Deng, Weibin Li, Ruiwei Feng, Yi Wang. Experimental determination on the critical angle of seismic incidence of curved bridge. [J].Vibro Engineering Procedia. October 2019, Volume 28 [10] 邓通发,彭剑,欧阳斌,朱沛东,林煌.硫酸铵腐蚀混凝土性能劣化时变规律及预测,长江科学院院报,2016.7.01,(07):126~131 [11] 訾岩珂,邓通发.硫酸铵腐蚀环境对水泥土力学性能的影响,公路,2017.2 [12] 李帅,邓通发,陈磊,常前永.桩土作用对曲线梁桥地震响应的影响分析,江西理工大学学报,2018.1 |