淡丹辉
发布时间：2023-10-12
浏览次数：5811
职称：教授
电子邮件：dandanhui@tongji.edu.cn
课题组主要研究方向：
课题组专注于桥梁结构健康监测的智慧化品质提升、桥梁结构智能维养等话题。课题组倾向于通过研究桥梁工程结构的工作状态和服役性能的量化描述和监测指标表征，来构建基于实时监测系统的桥梁工程结构智慧监测、诊断和维养理论方法体系。相比于其它宽泛的结构健康监测研究方向，课题组更加注重从桥梁监测系统中的得到实时流式监测数据和历史监测大数据，以及不断进化的数字孪生系统中得到的在线仿真数据之中，实时在线化、自动化、智能化地实现监测指标的提取和数字孪生模型的进化，进而形成对桥梁结构工作状态、服役性能的在线实时识别、诊断和预警，实现为进一步的桥梁维养决策服务的目的。
主要学历
1990. 9—1994. 7 东北大学资源与土木工程系 学士
1994. 9—1997. 4 西安建筑科技大学土木工程系结构工程专业 硕士
1998. 9—2002. 6 西南交通大学土木工程学院桥梁与隧道工程专业 博士
主要经历（包括国内外）
1997.6—1999.6 电子科技大学四系工民建专业 助教
1999.6—2002.10 电子科技大学四系工民建专业 讲师
2002.10—2005.4 同济大学土木工程学院桥梁工程系 博士后
2005.4—2008-5 同济大学土木工程学院桥梁工程系 讲师
2008.5— 同济大学土木工程学院桥梁工程系 副教授
2007年9月 美国Lehigh大学,新泽西州立大学 短期访问
2008年 获国家留学基金委访问学者资助，于09年9月~2010年9月年下半年赴美佐治亚理工学院访问
2015.10—至今 同济大学土木工程学院桥梁工程系 教授、博士生导师
主讲课程
研究生课程：《非线性有限元》、《土木工程研究进展与研究方法》、《复杂桥梁设计理论与性能分析》
本科生课程：《荷载及设计原理》、《工程结构全寿命》、《工程结构全寿命实验》、《桥梁工程课程设计》
建设中课程：同济大学工程类专业学位研究生产教融合示范课程《工程结构智慧监测与运维》
研究方向
近期在基础理论研究方面的兴趣点包括：
基于性态感知的工程结构智慧监测和诊治基础理论和关键方法体系研究；
面向桥梁服役性能评估的大数据桥梁结构力学一般化理论；
基于3D点云和摄像视频融合的全桥面交通流荷载识别；
基于交通荷载及其所致效应监测的桥梁性态智慧监测；
旨在桥梁性态监测诊断的流式监测数据在线实时处理和特征提取；
基于效应监测大数据定义模式的公路、高铁桥梁的性态智慧监测；
复杂索缆系统的动力学分析及性态监测感知；
应用技术研究方向：
桥梁结构智慧监测系统的设计、实施和规范化运技术；
基于监测系统的工程结构数字孪生建模技术；
大跨柔性工程结构涡振及其他异常振动状态的监测、智慧感知和在线预警技术；
装配式梁桥的智慧监测系列技术；
基于监测流数据处理模式的工程结构在线实时信号处理、特征提取技术；
全桥面交通荷载监测及桥-车路智慧感知和协同系统设计；
大跨复杂索缆结构监测、智慧感知和控制技术；
复杂风电和太阳能发电基础结构的监测系统
工程咨询及开发：
单体工程结构的集成智慧监测系统规划设计、硬件实施、软件开发，服务对象涵盖大跨桥梁、中小桥梁、大跨索承结构、高耸结构、海上风电基础设施结构等公共基础设施。
区域工程结构群的网级智慧监测系统的规划设计、硬件实施、软件开发，包括：
交通公路网和高铁网桥梁群的云端智慧监测系统；
面向智慧交通系统的桥-车-路智慧协同感知系统；
面向智慧城市的交通土建基础设施智慧协同感知系统；
超大型网架结构的运营其综合监测系统；
跨海交通土建基础设施的智慧运维系统；
海上及陆地风电场、太阳能电场基础结构群的智慧监测及运维系统；适于工程结构服役期监测需求的特种传感监测设备研发和应用方案设计；
工程结构监测技术及设备的第三方技术评测和技术咨询；
工程结构监测系统项目规划咨询、建设监理、改造升级；
工程结构监测系统建成后的第三方评测和运营期技术咨询服务；
近期希望招收具有如下潜质或技能的研究生：
土木工程专业应届或往届毕业生（具有进行结构分析计算潜质：能利用有限元进行初步建模分析；能利用matlab、python语言进行简单的科学计算程序开发）；
数学、力学专业应届或往届毕业生（了解微积分、随机数学、线性和张量代数，数字信号分析等课程，或有这方面的学习经历，以及有结构动力学和有限元学习经历）；
有志于学科交叉研究的功能材料、传感器相关专业应届或往届毕业生（了解或接触过基于光纤传感材料和磁电功能材料的传感技术，了解非接触传感技术，以及激光、毫米波雷达、多源机器视觉等技术）。
有志于学科交叉研究的计算机及通讯相关专业应届或往届毕业生（了解基本数值算法原理，了解前置计算、边缘计算、云计算或大数据挖掘等基本概念；掌握Java、C、C++或python，有进行过程序开发经历；了解卷积神经网络或机器视觉技术，有实际神经计算建模经历者优先；了解数字信号处理或大数据挖掘技术；了解数据采集硬件及其驱动软件原理、或了解智能网络开发技术）；
近年发表的主要论著
专著
淡丹辉. 《桥梁结构智慧监测——理论与实践》. 北京: 机械工业出版社, 2021. ISBN 978-7-111-67713-0
淡丹辉，韩飞，徐斌.《复杂索缆体系动力学分析及智慧监测》.上海:上海科学技术出版社, 2022. ISBN 978-7-5478-5750-2
《上海市工程建设规范—桥梁结构监测系统技术规程》.上海:同济大学出版社,2016.DG/TJ08-2194-2016 J13534-2016
论文
已发表论文150余篇。其中，SCI论文77篇，其中一篇论文被ESI热点（0.1%）和ESI高被引（1%），EI论文30余篇。
SCI论文：
[83] Wenzhao Wang, Danhui Dan*, Jingqing Gao. (2023). Study on Damage Identification of High-Speed Railway Truss Bridge Based on Statistically Stable Strain Characteristic Function. Engineering Structures. V294(2023):116723. https://doi.org/10.1016/j.engstruct.2023.116723 (SCI, Q1, if=5.5). (土木学院权威期刊)
[82] Wenzhao Wang，Danhui Dan* ，Fangliang Jian. (2023). Study on Strain Characteristic Function for Performance Evaluation of High Speed Railway Steel Truss Bridge. Structures. V55(2023):441-452. https://doi.org/10.1016/j.istruc.2023.05.154 (SCI, Q2, if=4.1)
[81] Liangfu Ge; Danhui Dan*, Ki Young Koo, Yifeng Chen. (2023). An improved system for long-term monitoring of full-bridge traffic load distribution on long-span bridges. Structures. V54(August 2023):1076-1089. https://doi.org/10.1016/j.istruc.2023.05.103 (SCI, Q2, if=4.1).
[80] Xuewen Yu; Danhui Dan*，Liangfu Ge. (2023). Time-Domain Distributed Modal Parameter Identification Based on Mode Decomposition of Single-Channel Vibration Response. Engineering Structures. V15(August, 2023):116323, https://doi.org/10.1016/j.engstruct.2023.116323 (SCI, Q1, if=5.582).(土木学院权威期刊)
[79] Danhui Dan; Gang Zeng; Ruiyang Pan; Pengcheng Yin. (2023). Block-wise recursive sliding variational mode decomposition method and its application on online separating of bridge vehicle-induced strain monitoring signals. Mechanical Systems and Signal Processing. V198 (2023):1103892023-4-19, https://doi.org/10.1016/j.ymssp.2023.110389 (SCI, Q1, if=8.934).
[78] Liangfu Ge, Ki Young Koo, Miaomin Wang, James Brownjohn, Danhui Dan*. (2023). Bridge Damage Detection using Precise Vision-based Displacement Influence Lines and Weigh-in-motion Devices: Experimental Validation. Engineering Structures. V288(2023):116185, https://doi.org/10.1016/j.engstruct.2023.116185 (SCI, Q1, if=5.582). (土木学院权威期刊)
[77] Bin Xu, Haoxiang Yang, Danhui Dan*. (2023). Inversion of dynamic displacement response of cable in the whole field based on single vibration measurement. Mechanical Systems and Signal Processing. V195(2023):110292. https://doi.org/10.1016/j.ymssp.2023.110292 (SCI, Q1, if=8.934)
[76] Xuewen Yu; Danhui Dan*. (2023). Real-time cable force identification based on block recursive Capon spectral estimation method. Measurement, 2023:112664, https://doi.org/10.1016/j.measurement.2023.112664 (SCI, Q1, if=5.131).
[75] Xuewen Yu; Danhui Dan*. (2023). Structural modal parameters identification based on 2D spectral analysis. Journal of Sound and Vibration. V552(2023):117638, https://doi.org/10.1016/j.jsv.2023.117638 (SCI, Q1, if=4.761) .
[74] Dan Danhui, Wenhao Zheng*, Zhaoyuan Xu. (2023). Research on monitoring index of transverse cooperative working performance of assembled multi-girder bridges based on displacement spectrum similarity measure, Structures, V48(2023):1322-1332, https://doi.org/10.1016/j.istruc.2023.01.023 (SCI, Q2, if=4.010).
[73] Liao X, Dan Dan.*, Han F. Dynamic characteristics analysis method of flexible hanger based on Wittrick-Williams algorithm. Journal of Low Frequency Noise, Vibration and Active Control. 2022; 0(0). doi:10.1177/14613484221141318 ，(SCI, Q2, if=2.368)
[72] Dan D, Kong Z. Bridge vehicle-induced effect influence line characteristic function based on monitoring big data: definition and identification. Structural Health Monitoring. 2022;0(0). doi:10.1177/14759217221139133 (SCI , IF=5.710, Q1).
[71] Zeng, G., Dan, D.*, Guan, H., & Ying, Y. (2022). Online Intelligent Perception of Front Blind Area of Vehicles on a Full Bridge Based on Dynamic Configuration Monitoring of Main Girders. Sensors, 22(19), 7342. https://doi.org/10.3390/s22197342 (SCI, Q2, if=3.847).
[70] Liao, X., Dan, D. *, Han, F., & Zhao, R. (2022). Research on the Dynamic Characteristics of the Double Slings System with Elastic Connection Considering Boundary Conditions. Mathematics, 10(17), 3129. https://doi.org/10.3390/math10173129 , (SCI, Q1, if=2.592) .
[69] Dan, D.*, Wang, C., Pan, R., & Cao, Y. (2022). Online Sifting Technique for Structural Health Monitoring Data Based on Recursive EMD Processing Framework. Buildings, 12(9), 1312. https://doi.org/10.3390/buildings12091312 , (SCI, Q2, if=3.324).
[68] Dan, D.*, & Hao, X. (2023). An automatic real-time cable modal frequency identification and tracking algorithm by combining recursive band-pass filter and recursive Hilbert transform. Mechanical Systems and Signal Processing, 183, 109614. https://doi.org/10.1016/j.ymssp.2022.109614 , (SCI, Q1, if=8.934).
[67] Xu, B., Dan, D. *, & Yu, X. (2022). Real-time online intelligent perception of time-varying cable force based on vibration monitoring. Engineering Structures, 270, 114925.https://doi.org/10.1016/j.engstruct.2022.114925 , (SCI, Q1, if=5.582). (土木学院权威期刊) .
[66] Fei, H.*, Zichen, D., & Danhui, D. (2022). A unified method for in-plane vibration analysis of double-beam systems with translational springs. Journal of Sound and Vibration, 117042. DIO: 10.1016/j.jsv.2022.117042. (SCI, Q1, if=4.751).
[65] Zhao, R., Feng, Z.*, Dan, D., Wu, Y., & Li, X. (2022). Numerical Simulation of CAARC Standard High-Rise Building Model Based on MRT-LBM Large Eddy Simulation. Shock and Vibration, 2022. DIO: 10.1155/2022/1907356, (SCI, Q3,if=1.616 ).
[64] Yu, X., & Dan, D. * (2022). Online frequency and amplitude tracking in structural vibrations under environment using APES spectrum postprocessing and Kalman filtering. Engineering Structures, 259, 114175. DIO: 10.1016/j.engstruct.2022.114175, (SCI,Q1, if=2.755). (土木学院权威期刊)
[63] Yao, Z., Dan, D. *, Zhao, R., & Ma, S. (2022). Static effect of assembled beam bridge under statistical and stable traffic flow load. Journal of Low Frequency Noise, Vibration and Active Control, 14613484221091074. doi:10.1177/14613484221091074. (SCI, Q2, if=2.368).
[62] Zhang, L., Yang, S., Chen, F., Xu, B.*, & Dan, D. (2022, March). Parametric dynamic analysis of a double-hanger system via rigid cross-ties in suspension bridges. In Structures (Vol. 37, pp. 849-857). Elsevier. DIO: 10.1016/j.istruc.2022.01.038, (SCI, Q2, if=4.010).
[61] Dan, D., Liao, X., & Han, F.* (2022). Research on the Dynamic Characteristics of Cables Considering the Constraints at Both Ends of the Cables. Applied Sciences, 12(4), 2100.DIO:10.3390/app12042100, (SCI, Q2, if=2.838).
[60] Ge, L., Dan, D.*, Liu, Z., & Ruan, X. (2022). Intelligent simulation method of bridge traffic flow load combining machine vision and weigh-in-motion monitoring. IEEE Transactions on Intelligent Transportation Systems. DIO: 10.1109/TITS.2022.3140276. (SCI, Q1, if=9.561, top 3 期刊).
[59] Dan, D.*, & Li, H. (2022). Monitoring, intelligent perception, and early warning of vortex‐induced vibration of suspension bridge. Structural Control and Health Monitoring, 29(5), e2928. DIO: 10.1002/stc.2928, (SCI, if=3.74,Q1, top). (土木学院权威期刊)
[58] Han, F.*, Dan, D., Xu, Z., & Deng, Z. (2022). A vibration-based approach for damage identification and monitoring of prefabricated beam bridges. Structural Health Monitoring, 14759217211047899. DIO:10.1177/14759217211047899, (SCI,Q1,if=5.710).
[57] Dan, D.*, Ying, Y., & Ge, L. (2021). Digital twin system of bridges group based on machine vision fusion monitoring of bridge traffic load. IEEE Transactions on Intelligent Transportation Systems. DIO: 10.1109/TITS.2021.3130025, (SCI, Q1, if=9.561, top 3 期刊).
[56] Wang, Q., & Dan, D.* (2022). A simplified modeling method for multi-particle damper: Validation and application in energy dissipation analysis. Journal of Sound and Vibration, 517, 116528. DIO: 10.1016/j.jsv.2021.116528, (SCI, JCR Q1, if=4.751).
[55] Yu, X.*, & Dan, D. (2022). Block-wise recursive APES aided with frequency-squeezing postprocessing and the application in online analysis of vibration monitoring signals. Mechanical Systems and Signal Processing, 162, 108063.DIO:10.1016/j.ymssp.2021.108063, (SCI, if=5.001,Q1).
[54] Han, F.*, Deng, Z., & Dan, D. (2021). Modelling and analysis framework for nonlinear dynamics of submerged tensioned cables. Ocean Engineering, 232, 109123. DIO:10.1016/j.oceaneng.2021.109123, (SCI, JCR ,Q1, if=4.372).
[53] Dan, D., Yu, X., Han, F.*, & Xu, B. (2022). Research on dynamic behavior and traffic management decision-making of suspension bridge after vortex-induced vibration event. Structural Health Monitoring, 21(3), 872-886. DOI: 10.1177/14759217211011582, (SCI , IF=5.710, Q1).
[52] Xu, B., Dan, D.*, Han, F., & Zou, Y. (2021). Parameter Identification of Main Cables of Cable Suspension Structures Based on Vibration Monitoring of Cable: Methodology and Experimental Verification. Journal of Structural Engineering, 147(4), 04021023. DOI: 10.1061/(ASCE)ST.1943-541X.0002965, (SCI, if=2.454, Q1).
[51] Dan, D., Wang, Q.*, & Gong, J. (2021). Application of coupled multi-body dynamics—discrete element method for optimization of particle damper for cable vibration attenuation. Frontiers of Structural and Civil Engineering, 15(1), 244-252. DIO: 10.1007/s11709-021-0696-x, (SCI, Q1, if=1.272).
[50] Xu, Z., Dan, D.*, & Deng, L. (2021). Vibration-based monitoring for transverse cooperative working performance of assembled concrete multi-girder bridge: System design, implementation and preliminary application. International Journal of Structural Stability and Dynamics, 21(03), 2150043. DOI: 10.1142/S0219455421500437, (SCI, Q2, if=2.957).
[49] Dan, D.*, & Dan, Q. (2021). Automatic recognition of surface cracks in bridges based on 2D-APES and mobile machine vision. Measurement, 168, 108429. DIO: 10.1016/j.measurement.2020.108429, (SCI, if=2.218, Q2).
[48] Fei, H.*, Danhui, D., & Zichen, D. (2021). A dynamic stiffness-based modal analysis method for a double-beam system with elastic supports. Mechanical Systems and Signal Processing, 146, 106978. DIO：10.1016/j.ymssp.2020.106978，(SCI, if=5.001,Q1).
[47] Fei, H., Zichen, D., & Danhui, D.* (2021). Exact dynamic analysis of multi-segment cable systems. Mechanical Systems and Signal Processing, 146, 107053. DIO: 10.1016/j.ymssp.2020.107053, (SCI, if=5.001,Q1).
[46] Ge, L., Dan, D.*, & Li, H. (2020). An accurate and robust monitoring method of full-bridge traffic load distribution based on YOLO-v3 machine vision. Structural Control and Health Monitoring, 27(12), e2636. DIO: 10.1002/stc.2636, (SCI, if=3.74,Q1, top). (土木学院权威期刊)
[45] Dan, D., Xu, B., Xia, Y.*, Yan, X., & Jia, P. (2020). Intelligent parameter identification for bridge cables based on characteristic frequency equation of transverse dynamic stiffness. Journal of Low Frequency Noise, Vibration and Active Control, 39(3), 678-689. DIO: 10.1177/1461348418814617 , (SCI, IF=1.491, Q3 ).
[44] Fei, H., Zichen, D., & Danhui, D.* (2020). A novel method for dynamic analysis of complex multi-segment cable systems. Mechanical Systems and Signal Processing, 142, 106780. (SCI, if=5.001, Q1).
[43] Zhao, Y., Dan, D.*, Yan, X., & Zhang, K. (2020). Cloud monitoring system for assembled beam bridge based on index of dynamic strain correlation coefficient. Smart Structures and Systems, 26(1), 11-21. DIO: 10.12989/sss.2020.26.1.011 , (SCI, if=3.622, Q1).
[42] Fei, H., Danhui, D.*, Yiqing, Z., & Huan, L. (2020). Experimental and theoretical study on cable-supporting system. Mechanical Systems and Signal Processing, 140, 106638. DIO: 10.1016/j.ymssp.2020.106638 , (SCI, if=5.001,Q1).
[41] Ge, L., Dan, D.*, Yan, X., & Zhang, K. (2020). Real time monitoring and evaluation of overturning risk of single-column-pier box-girder bridges based on identification of spatial distribution of moving loads. Engineering Structures, 210, 110383. DIO: 10.1016/j.engstruct.2020.110383, (SCI,Q1, if=2.755). (土木学院权威期刊)
[40] Fei, H., & Danhui, D.* (2020). Free vibration of the complex cable system− An exact method using symbolic computation. Mechanical Systems and Signal Processing, 139, 106636. DIO: 10.1016/j.ymssp.2020.106636 , (SCI, if=5.001, Q1).
[39] Fei, H., Deng, Z., & Dan, D.* (2021). Vertical vibrations of suspension bridges: a review and a new method. Archives of Computational Methods in Engineering, 28(3), 1591-1610. DIO: 10.1007/s11831-020-09430-4 , (Q1，中科院Top期刊，if=7.242).
[38] Fei, H., Danhui, D.*, Wei, C., & Jubao, Z. (2020). A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer. Applied Mathematical Modelling, 80, 911-928. DIO: 10.1016/j.apm.2019.11.008, (SCI, Q1, if=2.841). (2020年7月15日，同时被遴选为ESI高被引（1%）和HOT论文（0.1%）)
[37] Dan, D.*, Yu, X., Yan, X., & Zhang, K. (2020). Monitoring and evaluation of overturning resistance of box girder bridges based on time-varying reliability analysis. Journal of Performance of Constructed Facilities, 34(1), 04019101. DIO: 10.1061/(ASCE)CF.1943-5509.0001375 , (SCI, if=1.542, Q2).
[36] Xu, B., Dan, D.*, & Zou, Y. (2019). Accurate identification method and practical formula of suspender tension based on tri-segment suspender dynamic model. Engineering Structures, 200, 109710. DIO: 10.1016/j.engstruct.2019.109710 , (SCI, Q1, if=2.755, 1 Dec 2019). (土木学院权威期刊)
[35] Xu, B., Dan, D.*, & Zhao, Y. (2019). Frequency-Domain Estimation Method for Vibration-Induced Additional Cable Tension Based on Acceleration Monitoring. Journal of Vibration and Acoustics, 141(6). DIO：10.1115/1.4044673 ，(SCI, if=1.929，Q2).
[34] Dan, D.*, Ge, L., & Yan, X. (2019). Identification of moving loads based on the information fusion of weigh-in-motion system and multiple camera machine vision. Measurement, 144, 155-166. DIO：10.1016/j.measurement.2019.05.042 ，(SCI, if=2.218, Q2).
[33] Xu, B., Dan, D.*, Zou, Y., & Lei, H. (2019). Research on characteristic function for cable inverse analysis based on dynamic stiffness theory and its application. Engineering Structures, 194, 384-395. DIO：10.1016/j.engstruct.2019.05.062，(SCI, Q1, if=2.755, 29 May, 2019). (土木学院权威期刊)
[32] Dan, D.*, Han, F.*, Cheng, W., & Xu, B. (2019). Unified modal analysis of complex cable systems via extended dynamic stiffness method and enhanced computation. Structural Control and Health Monitoring, 26(10), e2435. DIO: 10.1002/stc.2435, (SCI, if=3.74, Q1). (土木学院权威期刊)
[31] Dan, D.*, Xu, Z., Zhang, K., & Yan, X. (2019). Monitoring index of transverse collaborative working performance of assembled beam bridges based on transverse modal shape. International Journal of Structural Stability and Dynamics, 19(08), 1950086. DIO: 10.1142/S021945541950086X , (SCI, if=2.082, Q2).
[30] Han, F.*, Wang, H., & Dan, D. H. (2019, August). Dynamic response of a bridge deck pavement. In Proceedings of the Institution of Civil Engineers-Transport (Vol. 172, No. 4, pp. 221-232). Thomas Telford Ltd. DIO: 10.1680/jtran.17.00009, (SCI, if=1.455, Q4 ).
[29] Zheng, W., Dan, D.*, Cheng, W., & Xia, Y. (2019). Real-time dynamic displacement monitoring with double integration of acceleration based on recursive least squares method. Measurement, 141, 460-471. DIO: 10.1016/j.measurement.2019.04.053, (SCI, if=2.218, Q2).
[28] Han, F., Dan, D.*, & Cheng, W. (2019). Exact dynamic characteristic analysis of a double-beam system interconnected by a viscoelastic layer. Composites Part B: Engineering, 163, 272-281. DIO: 10.1016/j.compositesb.2018.11.043 (SCI, IF=6.864, Q4).
[27] Dan, D.*, Zhao, Y., Wen, X., & Jia, P. (2019). Evaluation of lateral cooperative working performance of assembled beam bridge based on the index of strain correlation coefficient. Advances in Structural Engineering, 22(5), 1062-1072. DIO: 10.1177/1369433218804924, (SCI, if=1.32，Q2).
[26] Han, F., Dan, D.*, Cheng, W., & Jubao, Z. (2018). An improved Wittrick-Williams algorithm for beam-type structures. Composite Structures, 204, 560-566. DIO: 10.1016/j.compstruct.2018.07.108 (SCI, if=3.856, Q1).
[25] Dan, D.*, Jia, P., Li, G., & Niu, P. (2018). Experimental study on mechanical and sensing properties of smart composite prestressed tendon. Materials, 11(11), 2087. DIO: 10.3390/ma11112087, (SCI，IF=2.972,Q2).
[24] Han, F., Dan, D.*, & Cheng, W. (2018). Extension of dynamic stiffness method to complicated damped structures. Computers & Structures, 208, 143-150. DIO: 10.1016/j.compstruc.2018.07.010, (SCI, if=2.887, Q2).
[23] Han, F., Dan, D. H.*, & Yan, X. F. (2018). Dynamic characteristics of a double-layer sheathing cable system based on dynamic stiffness theory. International Journal of Structural Stability and Dynamics, 18(07), 1850096. DIO: 10.1142/S0219455418500967, (SCI, IF=2.957,Q2).
[22] Han, F., Dan, D.*, & Cheng, W. (2018). An exact solution for dynamic analysis of a complex double-beam system. Composite Structures, 193, 295-305. DIO: 10.1016/j.compstruct.2018.03.088 (SCI, if=4.829, Q1).
[21] Fei, H., Danhui, D.*, Cheng, W., & Jia, P. (2018). Analysis on the dynamic characteristic of a tensioned double-beam system with a semi theoretical semi numerical method. Composite Structures, 185, 584-599. DOI: 10.1016/j.compstruct.2017.11.010, (SCI, if=4.829, Q1).
[20] Dan, D. H., Xia, Y., Xu, B., Han, F., & Yan, X. F. (2018). Multistep and multiparameter identification method for bridge cable systems. Journal of Bridge Engineering, 23(1), 04017111. DIO: 10.1061/(ASCE)BE.1943-5592.0001145, (SCI, if=3.385, Q2).
[19] Dan-hui, D.*, Xiang-jie, W., Xing-fei, Y., & Cheng, W. (2018). Estimation and Modeling of Fluctuating Wind Amplitude and Phase Spectrum Using APES Algorithm Based on Field Monitored Data. Shock and Vibration, 2018. DIO: 10.1155/2018/6038159, (SCI, if=1.616, Q3).
[18] Han, F.*, Dan, D. H., & Wang, H. (2018). A study on dynamic amplification factor and structure parameter of bridge deck pavement based on bridge deck pavement roughness. Advances in Civil Engineering, 2018. DIO: 10.1155/2018/9810461, (SCI，if=1.104, Q4).
[17] Wen, X., Lei, W., Dan, D.*, & Liu, G. (2017). Study on a measurement index of transverse collaborative working performance of prefabricated girder bridges. Advances in Structural Engineering, 20(12), 1879-1890. DOI: 10.1177/1369433217700422. (SCI, if=2.438, Q3).
[16] Wang, X., Dan, D.*, Xiao, R., & Yan, X. (2017). Numerical investigation and optimal design of fiber Bragg grating based wind pressure sensor. Frontiers of Structural and Civil Engineering, 11(3), 286-292. DIO: 10.1007/s11709-017-0415-9 (SCI, if=3.252, Q2).
[15] Dan, D. H.*, Gong, J. X., Sun, L. M., & Cheng, W. (2016). Damping estimation by 2D dr_APES and its application to a real cable-stayed bridge. International Journal of Structural Stability and Dynamics, 16(05), 1550002. DOI: 10.1142/S0219455415500029, (SCI, if=2.957, Q2).
[14] Dan, D.*, Cheng, W., Sun, L., & Guo, Y. (2016). Fatigue durability study of high density polyethylene stay cable sheathing. Construction and Building Materials, 111, 474-481. DIO: 10.1016/j.conbuildmat.2016.02.109, (SCI, if=4.046, Q1).
[13] Dan, D. H.*, Xu, B., & Chen, Z. H. (2016). Universal characteristic frequency equation for cable transverse component system and its universal numerical solution. Journal of Engineering Mechanics, 142(4), 04015105. DIO:10.1061/(ASCE)EM.1943-7889.0001020 (SCI, if=3.125, Q2).
[12] Dan, D.*, Xu, B., Huang, H., & Yan, X. F. (2016). Research on the characteristics of transverse dynamic stiffness of an inclined shallow cable. Journal of Vibration and Control, 22(3), 812-825. DOI: 10.1177/1077546314531807, (SCI, IF=2.865, Q1).
[11] Dan, D.*, Sun, L., Guo, Y., & Cheng, W. (2015). Study on the mechanical properties of stay cable HDPE sheathing fatigue in dynamic bridge environments. Polymers, 7(8), 1564-1576. DIO: 10.3390/polym7081470. (SCI, IF=3.164, Q1).
[10] Dan, D.*, Xiao, R., Bai, W., & Wen, X. (2015). Study and design optimization of fiber bragg grating based wind pressure sensor. International Journal of Distributed Sensor Networks, 11(6), 745346. DIO: 10.1155/2015/745346 (SCI, IF=1.938, Q3).
[9] Dan, D.*, Chen, Y., & Xu, B. (2015). A PSO driven intelligent model updating and parameter identification scheme for cable-damper system. Shock and Vibration, 2015. DIO: 10.1155/2015/423898, (SCI, if=1.616, Q3).
[8] Dan, D.*, Sun, L., Yang, Z., & Xie, D. (2014). The application of a fuzzy inference system and analytical hierarchy process based online evaluation framework to the Donghai Bridge health monitoring system. Smart Struct. Syst, 14(2), 129-144. DIO: 10.12989/sss.2014.14.2.129, (SCI, if=4.581, Q1).
[7] Dan, D.*, Chen, Y., & Xiao, R. (2014). Dynamic properties analysis of a stay cable-damper system in consideration of design and construction factors. Earthquake Engineering and Engineering Vibration, 13(2), 317-326. DIO: 10.1007/s11803-014-0233-1, (SCI, if=2.810, Q3).
[6] Dan, D.*, Chen, Y., & Yan, X. (2014). Determination of cable force based on the corrected numerical solution of cable vibration frequency equations. Struct. Eng. Mech, 50(1), 37-52. DIO: 10.12989/sem.2014.50.1.037, (SCI, if=2.998, Q2).
[5] Dan, D. H.*, Chen, Z. H., & Yan, X. F. (2014). Closed-form formula of the transverse dynamic stiffness of a shallowly inclined taut cable. Shock and Vibration, 2014. DIO: 10.1155/2014/497670, (SCI, if=1.616, Q3).
[4] Dan, D.*, Yang, T., & Gong, J. (2014). Intelligent platform for model updating in a structural health monitoring system. Mathematical Problems in Engineering, 2014. DIO: 10.1155/2014/628619, (SCI, if=1.430, Q3).
[3] Dan, D.*, Gong, J., & Zhao, Y. (2014). Damped CAPES 2D spectral estimation for real-valued vibration signals. Shock and Vibration, 2014. DIO: 10.1155/2014/570347, (SCI, if=1.616, Q3).
[2] Xiao, R., Dan, D.*, & Cheng, W. (2014). On perturbation solutions for axisymmetric bending boundary values of a deep thin spherical shell. Mathematical Problems in Engineering, 2014. DIO: 10.1155/2014/903861, (SCI, if=1.430, Q3).
[1] Dan, D. H.*, Zhao, Y. M., Yang, T., & Yan, X. F. (2013). Health condition evaluation of cable-stayed bridge driven by dissimilarity measures of grouped cable forces. International Journal of Distributed Sensor Networks, 9(10), 818967. DIO: 10.1155/2013/818967, (SCI, if=1.938, Q3).
国际会议论文：
[26] Xuelei Wen, Xingfei Yan, Danhui Dan. Study on Measurement Index of Transverse Collaborative Working Performance Based on Prefabricated Girder Bridges. The 2016 International Forum on Civil, Architecture and Transportation (IFCAT 2016). Shenzhen, China, September 17-18, 2016. ISSN:23525401(advances in engineering research, volume 98);ISBN:978-94-6252-253-4.
[25] Dan-hui Dan, Rong XIAO, Wei CHENG. Study On a Novelty Wind Pressure Monitoring Technology In Civil Engineering Infrastructure. Proc. of SHMii-6, Hong Kong, China, Dec. 9th-11th, 2013.
[24] Dan-hui Dan, Tong YANG and Jiongxin GONG. Study on intelligent platform of model updating for the health monitoring system. Proc. of SHMii-6, Hong Kong, China, Dec. 9th-11th, 2013.
[23] Dan-hui Dan, Yi-Ming Zhao, Tong Yang and Xing-Fei Yan.Health Condition Evaluation of Cable-Stayed Bridge Driven By Dissimilarity Measures of Grouped Cable Forces. The 2013 World Congress On Advances In Structural Engineering And Mechanics (ASEM13), September 8 - 12, 2013, Int’l Convention Center Jeju, Jeju, South Korea.
[22] Dan-hui Dan, Yiming Zhao, Tong Yang, Xingfei Yan. Research On Software Platform Of Bridge Health Monitoring System Based On Java Ee And Scientific Computing Engine. the 8th International Workshop on Structural Health Monitoring,Stanford University, September 13th to 15th, 2011.
[21] Dan-hui Dan, Sun Limin. Min Zhihua. A temporal multi-scale analysis based bridge health divide-and-conquer monitoring and diagnosis strategy. The Fifth International Conference on Bridge Maintenance, Safety and Management (IABMAS2010) , Philadelphia, Pennsylvania, USA, July 11-15 (Sunday through Thursday), 2010.
[20] Danhui Dan, Yiming Zhao, Tong Yang, Xingfei Yan. Research on software platform of bridge health monitoring system based on Java EE and scientific computing engine. Proceedings of The 8th International Workshop on Structural Health Monitoring Stanford University 2011.
[19] Limin SUN, Zhi Sun, Danhui Dan. Research and Application of Structural Health Monitoring System for Large Span Bridges in China. (JSCE invited paper)
[18] Danhui Dan, Limin Sun, Zhifang Yang, Daqi Xie. An FIS and AHP based on line evaluation system on Donghai Bridge. Proceedings the Fourth International Conference on Bridge Maintenance, Safety and Management. 2008.7.
[17] Danhui Dan, Sun Limin, Meng Xiaolin, Daqi Xie. The statistical investigation on one year GPS monitoring data from Donghai Bridge Health Monitoring System. Proceedings the Fourth International Conference on Bridge Maintenance, Safety and Management. 2008.7
[16] Limin Sun, Zhihua Min, Danhui Dan. Correlation analysis on long term monitoring data of Donghai Bridge. Proceedings the Fourth International Conference on Bridge Maintenance, Safety and Management. 2008.7.
[15] Danhui Dan, Limin Sun, Wei Cheng. The application research of the soft-computation arithmetic at civil engineering SHM. Proceedings of the 2nd international conference on strctureal health monitoring and intelligent infrastructure. accepted, 9/2004,ToKYo,Japan.
[14] Danhui Dan, Limin Sun, Jun Chang. Bridge Health Monitoring Virtual Laboratory (BSHMVL)-An Platform Level Software, Framework and Developing. 3rd China-Japan-US Symposium on Structural Health Monitoring and Control. October 13-16, 2004, Dalian University of Technology, Dalian, China.
[13] Danhui Dan, Limin Sun, Wei Cheng and Ye Xia. General Evaluation on Damage Index Based Modal Parameters. International Workshop on Integrated Life-Cycle Management of Infrastructures. December 9-11, 2004.HKUST，Hong Kong.
[12] Limin SUN, Danhui Dan, Qiwei ZHANG, Qing YUE. Conceptual Design and Key Issues of Structural Health Monitoring System for Donghai Bridges. Proceedings of the 2nd Structural Health Monitoring and Intelligent Infrastructure. 16-18 November 2005, Shengzhen, China.
[11] Danhui Dan, Limin SUN，Jianhua LI. Structural damage analysis for SHM system design of bridge. Proceeding of the 2nd Structural Health Monitoring and Intelligent Infrastructure. 16-18 November 2005, Shengzhen, China.
[10] Danhui Dan, Limin SUN. Discussion on Bridge Health Monitoring Research and Application on Donghai Bridge bridge (For ISSEYE’06, The Ninth International Symposium on Structural Engineering for Young Experts, August 18-21 2006, Fuzhou & Xiamen, China.
[9] Danhui Dan, Limin SUN，Jianhua LI. Structural damage analysis for SHM system design of bridge under the losing of pretension condition bridge (IABMAS’06, The third International Conference on Bridge Maintenance, Safety, and Management. July 16-19, 2006, Porto, Portugal.
[8] Danhui Dan, Limin Sun, Zhihua Min. Stochastic modal parameters identification by Frequency-Domain Spectrum-Driven methods. World Forum on Smart Materials and Smart structures Technology, May 22-27,Chongqing & Nanjing, China.
[7] Danhui Dan, Yang wang, Limin Sun. Applying online identification on Donghai Bridge anywhere, anytime, and anyway. The 6th International Workshop on Structural Health Monitoring Stanford University 2007.
[6] Chen Wei, Danhui Dan, LiminSun. Assessment on Safety and Durability of Bridge Cable System by Using ANFIS. Health Monitoring of Structure Material and Environment, HMSME2007.
[5] Guo Yanheng, Dan Danhui, Cheng Wei and Sun Limin. Strain Analyses on HDPE Cable Sheathing of Xupu Bridge. Health Monitoring of Structure Material and Environment, HMSME2007.
[4] Danhui Dan, Shengfeng Yuan, Yanheng Guo, Limin Sun, Wei Cheng. Mechanical analysis of HDPE Cable Sheathing. ILDMI 2007.
[3] Haiwen CAI,Chong HUANG,Jianxin GENG, Zuoren DONG, Zujie FANG.Limin SUN 2, Danhui Dan2Advanced Fiber Grating Corrosion Sensors for Structural Health Monitoring. 2nd International Conference on Structural Health Monitoring and Intelligent Infrastructure. 2005.
[2] limin Sun,zhiyu luo, Danhui Dan.Moving load identification for bridge by using ANN Method. Proceedings of the First international conference on structural health monitoring and intelligent infrastructure.2003.
[1] Dan Danhui eta. Bridge Health Monitoring Virtual Laboratory (BSHMVL)-An Platform Level Software, Framework and Developing. 3rd China-Japan-US Symposium on Structural Health Monitoring and Control.2004.
EI及其他：
[33] 邓露; 王涛; 何钰龙; 孔烜; 淡丹辉; 毕涛; 车辆轴限对钢筋混凝土桥梁可靠度和加固费用的影响.中国公路学报 33卷 5期 92-100页
[32] 徐斌, 淡丹辉. 服役斜拉索疲劳状态的全场域在线实时监测与智慧感知[J]. 中国公路学报, 2022, 35(6): 158-167. http://zgglxb.chd.edu.cn/CN/Y2022/V35/I6/158
[31] 韩飞，淡丹辉，赵磊，甄宁.一类浅垂度倾斜双梁系统动力特性研究. 振动工程学报 2019, v32 (1): 140~150
[30] 王向杰，淡丹辉，闫兴非，程纬. 现场监测脉动风速的APES法幅值谱相位谱估计. 振动、测试与诊断 2019, v39 (2): 431~438（EI）
[29] 淡丹辉，王向杰，闫兴非，夏烨. 基于实测的脉动风随机幅值谱模型. 同济大学学报（自然科学版）2018年04期 （EI）DOI:10.11908/j.issn.0253-374x.2018.04.005
[28] 韩飞，淡丹辉，王虎. 考虑桥面不平度的铺装层响应研究.同济大学学报（自然科学版）2017年9月, 45(09):1284-1289.（EI）
[27] 郑文昊，淡丹辉，程纬. 0.1µε级高分辨率FBG应变传感器的等强度梁标定方法. 光电子激光，2017年4月，28（4）：365~370. DOI: 10.16136/j.joel.2017.04.0245 （EI）
[26] 淡丹辉,孙利民. Mamdani型模糊推理系统在桥梁状态在线评估中的应用. 同济大学学报，2004,32(9).
[25] 淡丹辉,孙利民. 一种推广的互功率谱模态识别法及其在SHM问题中的应用. 地震工程与工程振动，2004，24(4)：56～61.
[24] 淡丹辉,孙利民. 在线监测环境下土木结构的模态识别研究. 地震工程与工程振动. 2004，24(3)：82～88.
[23] 淡丹辉 ,孙利民. 结构损伤有限元建模中的阻尼问题研究.工程力学。2006，V23(9)
[22] 淡丹辉 ,孙利民.结构动力有限元分析的阻尼建模及评价. 振动与冲击.2007,V26(2)
[21] 李建华，淡丹辉 ,孙利民.PC连续梁桥健康监测的结构损伤分析.哈尔滨工业大学学报2005
[20] 淡丹辉 ,何广汉.基于静力的智能桥梁结构的智能计算方案的研究. 桥梁建设. 2003
[19] 淡丹辉 ,何广汉.一种大型结构试验数据处理系统西南交大学报.2003
[18] 淡丹辉 ,何广汉.嵌入式智能桥梁结构总体研究（Ⅰ）——技术现状及总体方案规划. 四川建筑科学研究.2003
[17] 淡丹辉 ,何广汉.嵌入式智能桥梁结构总体研究（Ⅱ）——自感知监测及自诊断子系统方案规划. 四川建筑科学研究.2003
[16] 淡丹辉 ,何广汉.嵌入式智能桥梁结构总体研究（Ⅲ）——结构灾害响应控制系统. 四川建筑科学研究.2003
[15] 淡丹辉 ,何广汉.基于静态应变测量的桥梁结构传感器优化布置法. 工程设计CAD与智能建筑.2002
[14] 淡丹辉 ,何广汉.智能桥梁结构的智能计算方法及其初步实现.四川建筑科学研究.2002
[13] 淡丹辉 ,何广汉.基于Win32 API模式的应变仪与PC通讯接口的软件实现.信息技术.2001
[12] 淡丹辉 ,何广汉.钢筋混凝土构件均匀锈蚀、应力的藕合效应分析.西南交大学报.2001
[11] 淡丹辉 ,王庆霖.钢筋混凝土结构锈胀裂缝的计算机模拟.西南交大学报.2000
[10] 淡丹辉 ,何广汉.智能土木结构理论初探.四川建筑科学研究.2001
[9] 孙汝蛟;孙利民;孙智;淡丹辉;刘小会; 一种新型光纤布喇格光栅振动传感器研究. 光子学报. 2007-01-30
[8] 孙利民,孙智,淡丹辉,张启伟,于刚.我国大跨度桥梁结构健康监测系统研究与应用现状. 第十七届全国桥梁学术会议. 2006-04-01.
[7] 淡丹辉,孙利民. 大型桥梁健康监测系统的实践与展望. 第四届全国公路科技创新高层论坛论文集.2008.5
[6] 淡丹辉.智能桥梁结构的测控硬件解决方案构建. 中国土木工程学会第十届年会. 2002
[5] 淡丹辉.嵌入式智能桥梁结构系统研究. 中国土木工程学会桥梁及结构工程分会第十五届年会论文集.2002
[4] 淡丹辉，闫兴非. 桥梁健康监测技术研究与应用现状. 公路建设新技术新材料. 2011.10:209~213 (ISBN 978-7-5337-5334-4)
[3] 淡丹辉，王一如，闫兴非. 既有公路网中小桥梁健康监测研究. 公路建设新技术新材料. 2011.10:214~218 (ISBN 978-7-5337-5334-4)
[2] 淡丹辉，肖刚， 闫兴非，王君杰，孙利民. 航道桥梁主动防船撞预警系统研究. 桥梁船撞研究与工程应用. 2011.5: 537~545 (ISBN 978-7-114-09067-7)
[1] 孙利民，淡丹辉，闵志华，聂功武. 桥梁结构安全监测与预警. 桥梁船撞研究与工程应用. 2011.5: 525~536 (ISBN 978-7-114-09067-7)
专利、软件及其著作权
课题组已获发明专利16项，实用新型专利17项，软件著作权7项。
科研奖励
2023年度中国智能交通协会科技进步奖，二等奖，2023，《路-桥-隧快速智能检测技术及综合养护决策关键技术研究与应用》（淡丹辉，8/10）
中国发明创业奖，二等奖，2022年，《基于大数据的结构系统识别及振动性能评估方法》（淡丹辉5/6）
湖南省科技进步奖，一等奖, 2020年，《公路桥梁车辆荷载和结构安全监控管理技术》 (淡丹辉2/12).
中国公路学会科技进步奖，一等奖, 2020年，《基于物联网的交通基础设施自供电智能传感关键技术及示范》 (淡丹辉4/15).
上海市公路学会科学技术奖，三等奖，2014年，《桥区船舶通航全天候引导与船撞监控系统研究》 (淡丹辉3/7)
广东省科学技术奖，三等奖，2013年，《九江大桥防撞风险评估与防撞技术研究》 (排名第5/15)
河北省交通厅优秀科技成果奖，二等奖，2009 年，《基于管养目的的高速公路桥梁健康监测关键技术研究》(淡丹辉5/18)
中国国家仪器仪表协会科技进步奖，一等奖，2008年，《光纤智能传感的一些关键技术和仪器》 (淡丹辉6/15)
上海市科技进步奖，三等奖，2007年《外海跨海大桥健康监测系统开发与应用》 (淡丹辉3/15)
学术兼职
国际土木工程全寿命协会(IALCCE) 会员
国际桥梁维护及安全管理协会(IABMAS)会员
中国振动工程学会青年委员会委员；
土木工程学报、振动工程学报、中国公路学报、福州大学学报、东南大学学报、固体力学学报、浙江大学学报、武汉理工大学学报、重庆大学学报等十数家学术刊物的论文审阅人
国际期刊《Composite Structures》《Mechanical systems and signal processing》《Structure and infrastructure engineering》《Structure health monitoring》、《International Journal of Distributed Sensor Networks》、《Mathematical Problems in Engineering》、《Journal of Engineering Mechanics, ASCE》、《Journal of Bridge Engineering, ASCE》审稿人；
《Journal of Bridge Engineering, ASCE》、《International Journal of Distributed Sensor Networks》特刊主编（Guest editor）
上海、广东、江苏省、浙江省科技咨询入库专家；
长三角光纤传感产学研联盟委员会委员
国家自然科学基金项目评审专家；
波兰国家科学中心项目评审专家；
首届交通创新研究国际峰会 ( Transportation Research Congress， TRC) 组委会委员；
第二届交通创新研究国际峰会 ( Transportation Research Congress， TRC) 组委会委员，桥梁分会执行主席；
IABMAS08、HEMSME2007等国际会议分会主持14.特邀技术发展报告‘结构健康监测在行动’，第6届国际结构健康监测会议，斯坦福大学，2007
其它联系渠道:
个人主页：
学院：https://faculty-civileng.tongji.edu.cn/dandanhui/zh_CN/index.htm
团队微信公众号：'桥梁结构智慧监测”
（2023-11-20）