博士、结构振动与控制研究室主任、土木高等研究院特聘研究员、副教授、博士生导师
出生年月：1973年10月
邮箱:thstj@ tongji.edu.cn
Office: 土木大楼B507
Tel: +86-(0) Fax: +86-(0)

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教育经历
1991.9-1995.7青岛海洋大学，应用地球物理专业，获学士学位
1996.9-1999.3 同济大学，固体力学专业，获硕士学位
1999.3-2002.4 同济大学，工程力学专业，获博士学位
工作经历
2002.04-现在 同济大学，结构防灾减灾工程系，讲师，副研究员
2003.2-2005.03 日本京都大学访问研究
2006.10-2007.3 日本近畿大学访问研究
主要研究内容
结构振动控制与健康监测
机器学习与数据挖掘
正反问题不确定计算
结构及其材料的损伤力学
人工智能与优化设计
本科生与研究生教学
结构全寿命维护
工程结构抗风
工程防灾
结构健康监测
损伤力学基础
结构健康监测与振动控制
土-结构相互动力学
防灾工程学
主要科研项目
国家自然科学基金面上项目，基于高效在线贝叶斯方法的超高层结构快速损伤识别与评估研究，No：**，2019.01-2022.12，参加。
国家重点研发计划：工业化建筑隔震及消能减震关键技术-子课题“工业化建筑钢结构自立式消能减震墙体系”　No：2017YFC**。2017.7 -2020.12，二级子课题，主持。
上海市自然科学基金项目：钢桥构造细节随机疲劳损伤多尺度演化及预测研究，No：17ZR**。2017.5-2020.4，主持。
国家重点研发计划：工业化建筑检测与评价关键技术-子课题“装配式结构整体性检测评价技术”No：2016YFC**-02。2016.7 -2020.6，参与。
国家自然科学基金项目：基于自适应粒子滤波的非线性非高斯桥梁损伤识别与评估研究，No. **。2016.01-2019.12，参与。
科技部国家重点实验室基础研究资助项目：磁浮道岔梁振动疲劳寿命预测不确定性研究. No. SLDRCE2014, 2014-2017，主持。
国家自然科学基金项目：基于证据理论和Info-Gap决策的结构可靠性稳健设计优化，2012.1-2015.12，主持。
光华同济大学土木工程学院基金项目：结构不确定性的数学模型与高性能计算方法的研究，2010.6 -2013.6，主持。
科技部国家重点实验室基础研究资助项目：基于证据理论的结构可靠性稳健设计优化研究，2011.1-2013.12，主持。
国家自然科学基金项目：基于群集智能的复杂结构系统分散化识别方法研究，2008.1-2010.12，主持。
国家教育部留学归国人员科研启动基金项目：对大型结构进行状态评估的序贯蒙特卡洛贝叶斯统计推理模型研究，2006.10-2008.9，主持。
国家“十一五”科技支撑计划：重点课题“大型及重要建筑安全监测预警集成技术研究与示范”的子课题 “典型结构风效应监测技术与无线传感技术研究”，2006.10-2010.12，参与。
上海申通轨道交通科研项目：“地铁列车运行引起建筑物二次辐射噪声研究”，2008.9～2009.12，主持。
上海申通轨道交通科研项目：“地铁列车运行引起振动、噪声赔偿机制研究”，2009.5～2010.6，主持。
个人爱好
网球、羽毛球
近期发表的主要论文
Hesheng Tang, Suqi Ling, Chunfeng Wan and Songtao Xue. Experimental Verification of The Statistical Time-Series Methods for Diagnosing Wind Turbine Damage. International Journal of Structural Stability and Dynamics. 2019. Vol. 19, No. 1, DOI: 10.1142/S02**08X.
Tang H., Guo X. and Wan C. Parameter Identification for a Structural System with Particle Tuned Mass Damper Using a Shuffled Complex Evolution Metropolis Algorithm .7th Asia-Pacific Workshop on Structural Health Monitoring, Hong Kong, Nov., 2018.
Tang H., Zhao T. , Yang G. Vehicle-Track System Identification for High-Speed Railway Using a Cross Entropy Approach. 7th Asia-Pacific Workshop on Structural Health Monitoring, Hong Kong, Nov., 2018.
Hesheng Tang, Dawei Li, Lixin Deng, Songtao Xue, (2018) Evidential uncertainty quantification of the Park–Ang damage model in performance based design, Engineering Computations, Vol. 35 Issue: 7, pp.2480-2501, https://doi.org/10.1108/EC-11-2017-0466.
赵金海，唐和生，薛松涛，Peridynamic含初始缺陷中心平行双裂纹扩展分析, 哈尔滨工程大学学报, 2018,39(10):1612-1616.
Dawei Li, Hesheng Tang , Songtao Xue, Yu Su. Adaptive sub-interval perturbation-based computational strategy for epistemic uncertainty in structural dynamics with evidence theory. Probabilistic Engineering Mechanics.Volume 53, 2018: 75–86.
Hesheng Tang, Xueyuan Guo, Lijun Xie and Songtao Xue. Comprehensive Learning Particle Swarm Optimization for Structural System Identification. Chap2: Incorporating Nature-Inspired Paradigms in Computational Applications. p51-75. Copyright ? 2018, IGI Global. DOI: 10.4018/978-1-5225-5020-4.ch002.
王云骞， 唐和生，惯性减振和基础隔震混合控制研究，建筑结构，Vol． 47（S2），2017：321-324。
李大伟，唐和生，姚雯，薛松涛，结构固有频率不确定分析的证据理论方法，振动工程学报，2017,30(6), 904-912。
Zhao, J., Tang, H. & Xue, S. A new fracture criterion for peridynamic and dual-horizon peridynamics. Frontiers of Structural and Civil Engineering (2018) 12: 629-641. https://doi.org/10.1007/s11709-017-0447-1.
Zhao, J., Tang, H. & Xue, S. Peridynamics versus XFEM: a comparative study for quasistatic crack problems. Frontiers of Structural and Civil Engineering (2018) 12: 548-557. https://doi.org/10.1007/s11709-017-0434-6
Tang, H., Li, D., Li, J., Xue, S., Epistemic uncertainty quantification in metal fatigue crackgrowth analysis using evidence theory, / International Journal of Fatigue 99 (2017) 163–174, doi: http://dx.doi.org/10.1016/j.ijfatigue.2017.03.004
Hesheng Tang, Suqi Ling, Chunfeng Wan and Songtao Xue, EXPERIMENTAL ASSESSMENT FOR WIND TURBINE BLADES DAMAGE DIAGNOSIS USING AR STATISTICAL TIME SERIES METHOD. EASEC-15 October 11-13, 2017, Xi’an, China.
Hesheng Tang, Zhiyun Huang, Chunfeng Wan. Damage Detection of Train-Track System with Extreme Function Theory.The 11th International Workshop on Structural Health Monitoring (IWSHM) 2017, September 12 – 14, 2017, Stanford University
H. Tang, D. Li and S. Xue, Uncertainty Quantification and Model Calibration, edited by Jan Peter Hessling InTech, 2017. Chapter 4: Epistemic Uncertainty Quantification of Seismic Damage Assessment,2017,p67-87. http://dx.doi.org/10.5772/intechopen.68153.
H. Tang, G. Yang, J. Mei. Fatigue Crack Growth Behavior for Maglev Switch Beam，Sixth International Conference On Adcances in Civil, Structural and Mechanical Engineering, 25-26 February, Bangkok, Thailand, 2017.
Hesheng Tang, Zhiyun Huang and Guiquan Yang. Extreme Function Theory for Novelty Detection: A Case Study for Vehicles – Guideway System. 2016 1st International Workshop on Structural Health Monitoring for Railway Systems (IWSHM-RS 2016) ISBN: 978-1-60595-371-7
Liyu Xie, Hesheng Tang. An Adaptive Multi-objective Immune Algorithm for Optimal Design of Truss Structures. Journal of Asian Architecture and Building Engineering Vol. 15(2016) No. 3: 557-564.
Yu Su, Hesheng Tang, Songtao Xue and Dawei Li. Multi-objective differential evolution for truss design optimization with epistemic uncertainty. Advances in Structural Engineering, 2016, Vol. 19(9) 1403–1419. DOI: 10.1177/**43250.2016.
He Sheng Tang, Jia He Mei, Wei Chen. Uncertainty Analysis in Fatigue Life Prediction of Concrete Using Evidence Theory. Materials Science Forum 08/2016; 866. DOI:10.4028/www.scientific.net/MSF.866.25
Hesheng Tang, Dawei Li, Wei Chen, Songtao Xue. Uncertainty quantification using evidence theory in concrete fatigue damage prognosis. 2016 IEEE International Conference on Prognostics and Health Management, Canada, Ottawa,20-22 June 2016.
Cao M, Xie L, Tang H, Funaki N, Xue S. Performance Study of an 8-story Steel Building Equipped with Oil Damper Damaged During the 2011 Great East Japan Earthquake Part 2: Novel Retroit Strategy。 JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING. 2016, 15(2): 303-310.
唐和生，李大伟，苏瑜，赵金海，人工神经网络预测混凝土柱屈服性能。湖南大学学报（自然科学版），2015，42(11): 9-16.
H. TANG., Y. SU and J. WANG. Evidence theory and differential evolution based uncertainty quantification for buckling load of semi-rigid jointed frames. Sadhana. 2015, 40(5) : 1611-1627.
Yijie Zhang, Hesheng Tang, Songtao Xue and Yang Xun. Investigation into the Architectural Design of a Traditional Japanese Wooden Pagoda. Journal of Asian Architecture and Building Engineering. 2015,14(2):241-246.
H . Tang , L . Xie and S . Xue, Usage of Comprehensive Learning Particle Swarm Optimization for Parameter Identification of Structural System. International Journal of Natural Computing Research, 5(2), 1-15, April-June 2015.
X. HE, H. TANG. Experimental Validation of Structural Damage Identification Using Vibration Transmissibility. Structural Health Monitoring 2015, Stanford,CA,1-3,Sept.2015.
Hesheng Tang, Dawei Li, Wen Yao, and Songtao Xue, NATURAL FREQUENCIES OF A STRUCTURE WITH EPISTEMIC UNCERTAINTY, 1st International Conference on Uncertainty Quantification in Computational Sciences and Engineering (UNCECOMP 2015), Crete, Greece on 25-27 May 2015.
唐和生，范德伟，李大伟，薛松涛，基于Info-Gap决策的结构抗震稳健性优化设计，湖南大学学报(自然科学版)，2015，42(5)，21-28.
XIE Liyu, TANG Hesheng, XUE Songtao. Lessons Learned for Design of Passively-controlled Structures from the Great East Japan Earthquake, Structural Engineers, 2015, 31(2): 2-9. (in Chinese)
XIE Liyu, HAO Linfei, ZHANG Ruifu, TANG Hesheng, XUE Songtao. Performance of Seismic Energy Dissipation Structure in the Great East Japan Earthquake, Structural Engineers, 2015, 31(2): 10-20. (in Chinese)
ZHANG Ruifu, CAO Miao, TANG Hesheng, XIE Liyu, XUE Songtao. Study on the Joint Damage and Retrofitting of a Large Span Structure after the Great East Japan Earthquake, Structural Engineers, 2015, 31(2): 21-27. (in Chinese)
唐和生，苏瑜，薛松涛，邓立新，结构可靠性优化设计的证据理论和微分演化方法，湖南大学学报，2014，41(4)pp55-60。
唐和生，邓立新，胡长远，薛松涛，基于证据理论和微分演化的结构不确定分析，同济大学学报，2014,42(3)pp325-330。
H . Tang , J . Li and L . Deng, Evidential uncertainty quantification in fatigue damage prognosis, Advanced Engineering and Technology, Edited by Liquan Xie Dianjian Huang CRC Press 2014,pp. 335–340
Hesheng TANG, Wen YAO, Lixin DENG, Yu SU and Jiao WANG, Evidential uncertainty quantification of dynamic response spectrum analysis, Applied Mechanics and Materials, 2014, Vol.2974 (501), pp.690-694.
Li Jun Xie , He Sheng Tang , Song Tao Xue, A Stochastic Collocation Method for Uncertainty Analysis of Fatigue Damage Prognosis, .Applied Mechanics and Materials, 2014, Vol.2828 (459), pp.479-484.
薛松涛，谢丽宇，唐和生. 强震下减振高层建筑破坏机理的研究现状及思路, 地震工程与工程振动,2014,34(S1):810-814.
肖永武，汪洁， 唐和生，赵伟屹. 地铁引起建筑结构振动及室内辐射噪声的数值分析, 结构工程师,2014,30(6):77-84.
范存新，曹新风，唐和生. 具有埋入式基础的高层建筑考虑土－ 结构相互作用时的风振响应, 沈阳建筑大学学报( 自然科学版),2014,30(2):235-241.
谢丽宇, 唐和生, 薛松涛. 减振高层建筑的极限破坏及性能再生的研究现状及前景, 2014,30(3):205-212.
H. Tang, W. Zhang, L. Xie and S. Xue, Multi-stage approach for structural damage identification using particle swarm optimization, Smart Structures and Systems, Vol.11, No. 1 (2013) 69-86.
Hesheng Tang, Jiao Wang, Yu Su and Songtao Xue, Evidence Theory for Uncertainty Quantification of Portal Frames with Semi-rigid Connections, Advanced Materials Research Vol. 663 (2013) pp 130-136.
胡长远，唐和生，薛松涛，邓立新，桁架结构可靠性优化设计的微分演化算法，江苏大学学报2013，34（2）234-238，243。
唐和生，胡长远，薛松涛，桁架结构多目标优化的免疫克隆选择算法，湖南大学学报2013，40（5）：18-23
胡长远、唐和生、薛松涛、苏瑜，桁架结构多目标优化的微分演化算法，燕山大学学报, 03期, pp 265-269, 2013/5/31。
Y. Su, H. Tang, S. Xue & C. Hu， Mixed aleatory-epistemic uncertainty quantification using evidence theory with differential evolution algorithm， Advances in Civil Engineering and Building Materials, S.-Y. Chang, S. Bahar, J. Zhao(Eds), 2013 Taylor & Francis Group,London, ISBN978-0-415-64342-9, pp 661-665.
Hesheng Tang, Jie Wang , Jiawu Shi, A coupled FE-TLE model for the prediction of Subway Train-induced Ground-borne Vibrations, Applied Mechanics and Materials Vols. 256-259 (2013) Trans Tech Publications, Switzerland, pp 1221-1225.
LixinDeng, HeshengTang, ChangyuanHu, SongtaoXue, Evidence Theory and Differential Evolution For Uncertainty Quantification of Structures, Applied Mechanics and Materials Vols. 249-250 (2013) Trans Tech Publications, Switzerland, pp 1112-1118.
ChangyuanHu, HeshengTang, LixinDeng, SongtaoXue, The Application of an Immune Clonal Selection Algorithm Based on the Information Entropy in Truss Structure Multi-Objective Optimization, Applied Mechanics and Materials Vols. 249-250 (2013) Trans Tech Publications, Switzerland, pp 1119-1125.
唐和生，申道明，薛松涛, 地铁引起建筑物振动评价量及限值实测与探讨, 振动与冲击, 2012,31(21),pp 89-93.
申道明,唐和生,许德刚,胡长远, 含轴向裂纹圆柱薄壳动态特性的有限元分析, 苏州科技学院学报, 2012,25(2),pp 23-28
范存新,唐和生,陈家瑾, 基于双剪屈服准则钢筋混凝土轴对称圆球壳有矩理论的极限分析,四川建筑科学研究,2012,38(4),pp 10-13.
唐和生、范德伟、王兆亮、薛松涛，桁架尺寸优化微分演化算法，湖南大学学报（自然科学版），2011，38（11）：13-18。
石家武，唐和生. 基于薄层法-有限元的地铁引起地面的振动分析.佳木斯大学学报，2011，29(2): 164-167。
柴林峰，唐和生. 自适应免疫克隆选择算法的参数识别. 佳木斯大学学报(自然科学版)，2011，29(2)：168-172。
唐和生，许锐，薛松涛，张伟，基于CLPSO算法的结构系统识别，振动、测试与诊断, 30(6), 2010，605-611.
H. Tang, J. Zhou, S. Xue, L. Xie., Big Bang-Big Crunch optimization for parameter estimation in structural systems, Mechanical Systems and Signal Processing, 24(8), 2010,2888-2897.
唐和生， 李鹏飞， 范存新，基于SCE算法的结构系统识别，振动工程学报, 23(3), 2010,243-248。
李峰; 唐和生; 许锐; 薛松涛; 桁架结构优化设计的免疫克隆选择算法，同济大学学报(自然科学版), 38(9), 2010, 1261-1265.
唐和生; 周进; 薛松涛; 范存新; 微分演化算法在结构参数识别中的应用，振动与冲击, 29(9), 2010,42-46
唐和生，王兆亮，薛松涛，微分演化算法在桁架形状优化中的应用，土木建筑与环境工程, 32(1), 2010：42-50.
范存新; 张毅; 唐和生; 考虑桩—土—结构相互作用时高层建筑风振响应分析(Ⅱ)，四川建筑科学研究, 2010年 01期
Songtao Xue , Hesheng Tang and Jin Zhou，Identification of Structural Systems Using Particle Swarm Optimization，Journal of Asian Architecture and Building Engineering，vol.8 no.2, 2009,517-524.
Songtao Xue, Hesheng Tang and Qiang Xie, Structural Damage Detection Using Auxiliary Particle Filtering Method, Structural Health Monitoring,Vol 8, No.2, 2009,101-112.
唐和生，李峰，王勇，薛松涛，陈镕，桁架结构形状优化的粒子群优化算法，哈尔滨工业大学学报，Vol.41,No.12, 2009: 94-99.
李　峰, 唐和生, 薛松涛, 王勇, 陈镕, 粒子群优化算法在桁架优化设计中的应用, 土木建筑与环境工程, Vol. 31, No.1, 2009,7-12.
张伟，唐和生，薛松涛，李凯, 基于粒子群优化的结构系统识别, 燕山大学学报，Vol.33, No.2, 2009.
Hesheng Tang, Songtao Xue, Cunxin Fan, Differential evolution strategy for structural system identification, Computers and Structures, Vol.86, No.21-22, 2008.
Songtao Xue, Hesheng Tang, Jun Okada, Toshimitsu Hayashi and Satoshi Arikawa, Dynamics of Real Structure in Fresh, Damaged and Reinforced States in Comparison with Shake Table and Simulation Models, Journal of Asian Architecture and Building Engineering, Vol.7, No.2, 2008.
唐和生, 张　伟, 陈镕,薛松涛, 杨晓楠, 基于自适应粒子滤波的结构损伤识别, 振动、测试与诊断, Vol.28, No.3, 2008, 211-215.
曹威巍，唐和生, 基于微分演化算法的系统识别, 华 中 科 技 大 学 学 报（城市科学版）,Vol.25,No.4,2008, 287-289.
谢 强, 唐和生, 邸元, SVD-Unscented卡尔曼滤波的非线性结构系统识别, 应用力学学报, Vol. 25, No.1, 2008.
范存新, 陈家瑾, 张毅, 唐和生, 杆系结构多荷载识别的三角级数分析法, 力学季刊, Vol.29, No.3,2008,487-491.
李安勇, 陈镕, 薛松涛, 唐和生, 考虑土-结构相互作用的高层建筑横风向振动分析, 振动与冲击, Vol. 27 No. 10, 2008.
He-Sheng Tang, Songtao Xue and Tadanobu Sato, H-infinity Filtering in Neural Network Training and Pruning with Application to System Identification, Journal of Computing in Civil Engineering, ASCE, Vol.21, No. 1, 2007.
He-Sheng Tang, Song-Tao Xue, Rong Chen, Tadanobu Sato, H-infinity Filtering Method for Neural Network Training and Pruning. Neural Network World, Vol.16, No.1, 41-63, 2007.
唐和生, 薛松涛, 陈镕，杨晓楠，结构损伤识别的序贯辅助粒子滤波方法，同济大学学报（自然科学版），Vol.37,No.3,309-314,2007.
唐和生, 薛松涛, 陈鎔, 谢强：H∞-学习神经网络的非线性系统识别，振动与冲击， Vol.26, No.2, 2007.
ZHANG Mao-Yu,XUE Song-tao, CHEN Rong, TANG He-Sheng, Control Efect Analysis of Variable Frequency TMD Appl ied to Frame Structure, Chinese Quarterly of Mechanics, Vol.28, No.2,2007.(in chinese)
XUE Songtao, ZHANG Maoyu, TANG Hesheng, CHEN Rong, Online weighted eigenvector LS-SVM for the identification of structural damage, Sichuan Building Science, Vol.33, No.3, 2007.
He-Sheng Tang, Song-Tao Xue, Rong Chen and Tadanobu Sato: Online Weighted LS-SVM for Hysteretic Structural System Identification，Engineering Structure, 28, 2006, 1728-1735.
唐和生, 薛松涛, 陈镕，晋侃：序贯最小二乘支持向量机的结构系统识别，振动工程学报，Vol.19, No.3, 382-387, 2006.
杨晓楠，唐和生, 陈鎔, 薛松涛,钢结构损伤识别中Db族小波函数选择.同济大学学报（自然科学版），2006 Vol.34 No.12.
YANG Xiao-nan, JIANG Shao-fei, TANG He-sheng, CHEN Rong, WANG Yuan-gong, Influence of the Selection of Wavelet Functions on Structural Damage Identification, Journal of Shenyang Jianzhu University (Natural Science) ，Vol.21, No.6, 2005.12( in Chinese).
Chen Rong, Zheng Hai-tao, Xue Song-tao, Tang He-sheng: Analysis on Impact Responses of an Unrestrained Planar Frame Structure（Ⅰ）— Formula Derivation, Applied Mathematics and Mechanics, Vol.26, No.11, 2005。
Chen Rong, Zheng Hai-tao, Xue Song-tao, Tang He-sheng: Analysis on Impact Responses of an Unrestrained Planar Frame Structure（Ⅱ）—Numerical Example Analysis, Applied Mathematics and Mechanics, Vol.26, No.11, 2005。
Tang He-sheng, Xue Song-tao, Chen Rong, Wang Yuan-gong: Analyses on Structural Damage Identification Based on Combined Parameters, Applied Mathematics and Mechanics, Vol.26, No.1, 2005。
Chen Rong, Wan chun-fen, Xue Song-tao, Tang He-sheng: Modification of Motion Equation of Timoshenko Beam and Its Effect, JOURNAL OF TONGJI UNIVERSITY (NATURAL SCIENCE), Vol.33, No.6, 2005( in Chinese).
Chen Rong, Zheng Hai-tao, Xue Song-tao, Tang He-sheng: Analysis on Transverse Impact Response of an Unrestrained Timoshenko Beam, Applied Mathematics and Mechanics, Vol.25, No.11, 2004.
唐和生，薛松涛，陈镕，王远功，基于小波变换在线结构损伤检测分析研究，固体力学学报，, Vol.25，No.1, 2004.
唐和生，薛松涛，陈镕，王远功,利用组合参数的结构损伤识别及试验研究, 振动与冲击, Vol.23, No.4,2004.
唐和生,薛松涛,陈镕，王远功：基于小波多分辨滤波特性的结构损伤识别．力学季刊, Vol.25, No.1, 2004.
唐和生,薛松涛,陈镕，王远功： 小波基带宽的变化对结构损伤识别影响分析研究， 同济大学学报, Vol.31, No.8, 2003.
唐和生,薛松涛,谢强, 基于小波变换的奇异信号分析, 上海海运学院学报, Vol.22, No. 3, 2001.