个人简介
主要学历
1979.09—1983.06 同济大学桥梁工程系，获桥梁工程学士学位
1983.09—1986.06 同济大学桥梁工程系，获桥梁工程硕士学位
1994.09—1996.09 受教育部选派赴德国进修学习
1996.09—1999.06 德国慕尼黑工业大学钢结构工程专业，获工学博士学位
主要任职经历（包括国内外）
1986.06－1994.06 同济大学桥梁工程系桥梁CAD研究室助教、讲师、副研究员
1999.10－2008.01 同济大学桥梁工程系钢与组合结构桥梁研究室教授、博士生导师
2008.01－至今 同济大学桥梁工程系桥梁评定与加固研究室教授、博士生导师
2007.07－2007.09 德国慕尼黑工业大学访问学者
迄今为止获得的主要荣誉
2017年，复杂荷载与环境下钢桥抗疲劳设计与维护关键技术，中国公路学会科学技术特等奖
2011年，海河综合开发起步工程基础设施建设解放桥改造工程，中国勘察设计协会（市政公用工程）二等奖
2007，桥梁拉索（杆）的检测与修复技术研究，中国公路学会二等奖
2006年，（博士研究生：王春生；论文题目《铆接钢桥剩余寿命与使用安全评估》），全国优秀博士论文成果（学位论文）奖
2005年，老钢桥保护技术研究，上海市科学技术进步三等奖
2005年，天津市建委金汤桥改建工程，一等奖
1996年，上海内环线2.5标脊骨梁，桥梁专业设计二等奖
1993年，获国家计委、科研和财政部七五攻关重大科技成果奖
1993年，特殊桥型有限元分析系统，国家科技进步三等奖
1990年，高等级公路CAD系统开发研究，交通部七五攻关成果一等奖
1988年，中小桥微机辅助设计软件，河北省科技进步奖
研究领域
桥梁安全评定，精细化数值分析理论和程序实现方法
桥梁疲劳、损伤与断裂以及新材料技术
移动式桥梁、钢结构与钢混组合结构
桥梁养护与管理，基于BIM的桥梁3D设计和运维
近期论文
查看导师最新文章
（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）
Zhang B; Chen W Z. Shear Behavior of Girders with Trapezoidal Corrugated Steel Webs, an Experimental Study. Stahlbau, 2018.8
Zhang B; Chen W Z. Mechanical Behavior of Prefabricated Composite Box Girders with Corrugated Steel Webs under Static Loads. Journal of Bridge Engineering.
Shi J; Li P C; Chen W Z; Zheng K K; Zhou G C. Structural state of stress analysis of concrete-filled stainless steel tubular short columns. Stahlbau, 2018, 87(6): 600-610.
Sun H H, Xu J, Chen W Z, and Yang J X. Time-dependent effect of corrosion on the mechanical characteristics of stay cable. Journal of Bridge Engineering, 2018, 23(5).
Wu X, Wang W Z, Chen W Z, Ding S H. China's first road‐cum‐railway suspension bridge with rigid‐cables of three main stiffening frames in parallel: The two-storey Jinan Yellow River Bridge. Stahlbau, 2018, 87(3).
Cai S, Chen W Z, Kashani M M, et al. Fatigue life assessment of large scale T-jointed steel truss bridge components[J]. Journal of Constructional Steel Research, 2017, 133(June):499-509.
Cai S, Chen W Z, Xu J, et al. Full-scale fatigue tests on a novel box-shaped steel rod of a spatial arch bridge for fatigue assessment[J]. Advances in Structural Engineering, 2017(3).
Ma C, Chen W Z, Sun J Y. Numerical Implementation of Spatial Elastoplastic Damage Model of Concrete in the Framework of Isogeometric Analysis Approach[J]. Mathematical Problems in Engineering, 2016, 2016(10):1-13.
Yan F, Chen W Z, Lin Z. Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges[J]. Engineering Structures, 2016, 127:344-358.
Ma C, Chen W Z. Three-dimensional elastoplastic damage concrete model by dissipation-based arc-length method[J]. Advances in Structural Engineering, 2016, 19(12).
Zhang B, Chen W Z, Xu J. Load effect and fatigue damage of bridges under combined actions of traffic and wind: a case study[J]. Stahlbau, 2016, 85(4):281-291.
Chen W Z, Ma C. Spatial Embedded Slip Model for Analyzing Time-Relative Coupling Effects of Creep and Prestress on PC Bridges[J]. Journal of Bridge Engineering, 2015, 20(8).
Chen W Z, Xu J, Yan B C, et al. Fatigue load model for highway bridges in heavily loaded areas of China[J]. Advanced Steel Construction, 2015, 11(3):322-333.
Chen W Z, Ma C, Xie Z L, et al. Improvement of extrapolation of traffic load effect on highway bridges based on Rice’s theory[J]. International Journal of Steel Structures, 2015, 15(3):527-539.
Zheng Y, Chen B, Chen W Z. Elasto-Plastic Seismic Response of RC Continuous Bridge with Foundation-Pier Dynamic Interaction[J]. Advances in Structural Engineering, 2015, 18(6):817-836.
Zheng Y, Chen B, Chen W Z. Evaluation of the seismic responses of a long‐span cable‐stayed bridge located in complex terrain based on an SHM-oriented model[J]. Stahlbau, 2015, 84(4):252-266.
Xu J, Chen W Z, Yan B C. Improved quality assessment procedure for old truss bridges according to measuring data[J]. Stahlbau, 2015, 83(12):905-912.
Chen W Z, Xie Z L, Yan B C. Research on the general method for extrapolating traffic load effects for highway bridges[J]. Stahlbau, 2014, 83(3):186-198.
Xu J, Chen W Z. Behavior of wires in parallel wire stayed cable under general corrosion effects[J]. Journal of Constructional Steel Research, 2013, 85(2):40-47.’
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