个人简历
教学工作城市桥梁；混凝土桥设计；钢筋混凝土非线性分析；土木工程专业英语教育背景本科 东南大学 1989硕士 东南大学 1992博士 清华大学 2001 工作经历1992.4-1997.3 甘肃省交通科学研究所 2002.2-2004.2 香港大学土木工程系 具体研究内容： 基于BIM的长大桥梁设计、建造及运营养护系统开发波形钢腹板预应力组合箱梁桥钢筋混凝土及预应力混凝土桥梁结构理论桥梁结构基本理论及其应用既有桥梁的评价及加固体外及无粘结预应力桥梁设计方法高性能混凝土、碳纤维复合材料在桥梁工程中的应用
研究领域
桥梁工程土木水利（专业学位）"专利发明专利 5 基于截面不均匀收缩效应的主梁挠曲变形预测方法. 发明专利. 专利号：ZL 201510422373.2 4 基于等效原理的PC箱梁截面不均匀收缩效应确定方法. 发明专利. 专利号：ZL 201510419952.1 3 一种连续刚构桥合拢段顶推系统及顶推纠偏方法. 发明专利.专利号：ZL 201610351824.2 2 一种连续刚构桥合拢段顶推用顶板顶推体系及其施工方法. 发明专利. 专利号：ZL 201610352627.2 1 一种桥梁无缝化伸缩装置及其施工方法 CN104594190B实用新型专利4 梁端与桥台间的拱形钢筋加劲型无缝化伸缩装置 CN204475161U3 一种桥台处隐式伸缩缝构造 CN204475159U2 基于波形钢板的桥面无缝化伸缩装置 CN204475160U1 基于加劲型跨缝板的桥面无缝化伸缩装置 CN204475162U 软件著作权1 系杆拱桥安全评价系统V1.0
近期论文
论文/期刊期刊论文64 Wang J, Ng PL, Su H, Du JS. Influence of the coupled time and concrete stress effects on instantaneous chloride diffusion coefficient. Construction and Building Materials, 2020, 237: 117645. (SCI, EI) 63 Su H, Wang J, Du JS. Fatigue behavior of uncorroded non-load-carrying bridge weathering steel Q345qDNH fillet welded joints. Journal of Constructional Steel Research, 2020, 164: 105789. (SCI, EI) 62 Su H,, Wang J, Du. JS Experimental and numerical study of fatigue behavior of bridge weathering steel Q345qDNH[J]. Journal of Constructional Steel Research, 2019, 161: 86-97. (SCI, EI) 61 Wang J, Ng PL, Su H, Chen J, Du JS. Effect of concrete stress states on carbonation depth of concrete. Journal of Civil Engineering and Management, 2019, 25(6): 518-530. https://doi.org/10.3846/jcem.2019.10398 (SCI, EI) 60 Wang J, Ng PL, Su H, Du JS. Meso-scale modelling of stress effect on chloride diffusion in concrete using three-phase composite sphere model. Materials and Structures, 2019, 52:55. (SCI, EI) 59 杜进生，王健，韦锦帆，李雅娟，牛宏. 再生混凝土梁开裂弯矩与抗弯刚度计算方法. 中国公路学报，2019，32 (3): 93-100. (EI) 58 杜进生，张天能，周赤伟. 基于二阶泰勒级数展开和风驱动优化算法的结构有限元模型修正. 建筑结构学报，2019, 40 (2): 206-214. (EI) 57 王健, NG PL, 苏瀚，杜进生. 混凝土应力状态对碳化深度的影响. 建筑结构学报，2018, 39 (S1): 397-404. (EI) 56 Wang J, Su H, Du JS. Influence of coupled effects between flexural tensile stress and carbonation time on the carbonation depth of concrete. Construction and Building Materials 190 (2018) 439 - 451. (SCI, EI) 55 杜进生, 刘玲, 冯威, 许冰. 基于裂缝宽度的部分预应力混凝土梁设计方法. 交通运输工程学报, 2018, 18 (2): 23-30. (EI) 54 Yuan ZY, Ng PL, Bacinskas D, Du JS. Analysis of non-uniform shrinkage effect in box girder sections for long-span continuous rigid frame bridge. The Baltic Journal of Road and Bridge Engineering, 2018, 13(2): 146-155. (SCI, EI) 53 袁卓亚, 陈炫佑, 王卫山, 王旭, 杜进生. 基于随机响应面的连续刚构桥主梁挠度控制可靠度分析. 公路, 2017，(8): 101-106. 52 Wang J, Ng PL, Wang WS, Du JS and Song JY. Modelling chloride diffusion in concrete with influence of concrete stress state. Journal of Civil Engineering and Management, 2017, 23(7): 955-965. (SCI, EI) 51 杜进生, 冯建祥, 边晓龙, 吴沛林, 徐强, 宋建永. 波纹钢腹板体外预应力混凝土箱梁塑性铰长度研究. 中国公路学报, 2017, 30 (5): 67-73. (EI) 中英双语 http://jtp.cnki.net/bilingual/detail/html/ZGGL201705009.50 Du JS, Au FTK, Chan EKH, Liu L. Deflection of unbonded partially prestressed concrete continuous beams. Engineering Structures, 118 (2016): 89-96. (SCI, EI)49 Wang SQ, Du JS. A Framework of BIM-Based Bridge Health Monitoring System. Advances in Engineering Research, 2016: 495-500.48 Feng JX, Zhang SF, Du JS. PFC2D numerical simulation study of interfaces characteristics for prestressed anchor cable under cyclic loading Key Engineering Materials, 2014, Vol. 629-630: 579-583.47 杜进生, 区达光. UPPC梁的开裂截面惯性矩及挠度计算研究工程力学, 2014, 31(2): 170-176.46 杜进生, 赵益鹏. 体外预应力混凝土连续梁的弯矩重分布试验研究. 工程力学, 2013, 30(3): 263-269.45 徐强, 杜进生, 张劲泉. 活性粉末混凝土受压力学性能试验.公路交通科技. 2011,28(7): 8-13.44 杜进生, 赵刚, 赵永国, 惠小荣. 桥梁加宽中新旧桥面挠度差的控制. 长安大学学报(自然科学版), 2011, 31(4): 58-62/76.43 杜进生，康景亮，罗小峰. 考虑施工缺陷和初始偏心的高墩稳定性分析. 工程力学, 2011 28(Sup 1): 115-118/124. 42 Du JS, Yang D, Ng PL and Au FTK. Response of concrete beams partially prestressed with external unbonded carbon fiber-reinforced polymer tendons. Advanced Materials Research, 2011, Vol. 150-151: 344-349,Advances in Composites.41 Du JS, Ng PL, Chen JJ and Fung WWS. Enhancing the built environment by green roofs. Advanced Materials Research, 2011, Vol. 150-151: 267-273, Advances in Composites. 40 乔美丽, 杜进生, 王开健. 大跨连续刚构桥施工期间地震风险分析. 公路交通科技, 2010, 27(11): 78-82.39 杜进生，区达光，体外预应力筋的极限应力—建议公式及试验验证，工程力学, 2010, 27(11):154-159.38 杜进生，区达光，体外预应力筋的极限应力—既有典型计算方法评述，工程力学, 2010, 27(9): 63-68.37 Du JS and Au FTK. Estimation of ultimate stress in external FRP tendons. Proceedings of the Institution of Civil Engineers,Structures and Buildings,2009,162(3): 213-220. (SCI/ EI)36 Au FTK, Chan EKH, Kwan AKH, Du JS. Flexural ductility of prestressed concrete beams with unbonded tendons. Computers and Concrete, 2009, 6(6): 451-472.(SCI/ EI)35 Du JS, Au FTK, Cheung YK and Kuan AKH. Ductility analysis of prestressed concrete beams with unbonded tendons. Engineering Structures, 2008,30(1):13-21.(SCI,EI)34 Du JS and Lu PY. On the stress in unbonded tendons at ultimate: critical assessment and proposed changes (Discussion). ACI Structural Journal, 2007, 104(5):641-642.(SCI,EI)33 Du JS and Wang XJ. Flexural behavior of two-span continuous prestressed concrete girders with highly eccentric external tendons (Discussion).ACI Structural Journal,2006,103(2):308-309.(SCI,EI)32 Du JS,Lu WL and Ji WY. Stress in the external tendons at ultimate (Discussion). ACI Structural Journal,2006,103(1): 149-154.(SCI,EI)31 Du JS and Chang XL. Ductility of partially prestressed concrete beam. Key Engineering Materials,2006,Vol.302-303,pp.720-724. (SCI,EI)30 Du JS,Au FTK,Cheung YK. Deterministic and reliability analysis of prestressed concrete bridge girders: comparison of the Chinese,Hong Kong and AASHTO LRFD Code Structural Safety,2005,27(3): 230-245.(SCI,EI)29 Du JS and Liu XL. Strengthening by Means of External Prestressing. (Discussion), Journal of Bridge Engineering,ASCE,2001,6(2):155-156.28 Au FTK and Du JS. Deformability of concrete beams with unbonded FRP tendons, Engineering Structures 2008,30(12): 3764-3770. (SCI,EI) 27 Au FTK,Du JS and Cheung YK. Service load analysis of unbonded partially prestressed concrete,Magazine of Concrete Research,2005,57(4):199-209. (SCI,EI)26 Au FTK and Du JS. Prediction of ultimate stress in unbonded prestressing tendons, Magazine of Concrete Research,2004,56(1):1-11. (SCI,EI)25 Au FTK and Du JS. Partially prestressed concrete, Progress in Structural Engineering and Materials, 2004,6(2):127-135. 24 刘士林, 汪晶, 杜进生. 对美国桥梁规范“体外预应力筋极限应力计算公式”的改进意见,公路,2008年第7期,170-176.23 王学军, 杜进生, 吴沛林. 高速公路桥梁拓宽中几个问题的讨论,公路,2008年第7期,176-181. 22 王学军, 杜进生. FRP部分预应力混凝土梁受力全过程数值分析, 公路交通科技，2008，Vol.25, No.11, pp 97-100.21 杜进生, 汪晶, 赵益鹏.刘士林. 碳纤维(CFRP)体外预应力混凝土梁的试验研究,公路,2008年第9期 20 鲁平印, 汪晶, 杜进生. 体外预应力混凝土桥梁的发展历程,公路,2008年第9期 19 杜进生, 赵益鹏. 无粘结部分预应力混凝土梁的受力性能分析,公路交通科技 2008,25(3): 60-64.18 刘士林, 杜进生. 工程设计中体外预应力极限应力取值建议,预应力技术, 2006, No.3, 10-13.17 杜进生, 卢文良, 季文玉. 混凝土桥体外预应力加固梁的抗弯强度设计, 市政技术, 2005, Vol.23, No.z1, 70-72.16 卢文良, 季文玉, 杜进生. 某既有铁路混凝土桥现场检定试验, 市政技术, 2005, Vol.23, No.z1, P.53-55.15 常学亮，汪晶，杜进生. 碳纤维预应力混凝土梁桥发展动向及其设计要点, 公路, 2005, No.8, 58-63.14 杜进生，刘西拉. 基于结构变形的无粘结预应力筋应力变化研究，土木工程学报，2003, Vol.36, No.8, 12-19.13 杜进生，刘西拉. 无粘结预应力混凝土构件的可靠度分析，建筑结构学报, 2002, Vol.31, No.1, 68-74. (EI 检索)12 杜进生，刘西拉：无粘结部分预应力混凝土受弯构件设计方法. 公路交通科技，2001, Vol.18, No.1, 36-38. (EI 检索)11 杜进生，刘西拉. 无粘结部分预应力混凝土梁的挠度、裂缝宽度计算. 中国公路学报，2000, Vol.13, No.4, 70-73. 10 杜进生，刘西拉. 体外及无粘结预应力筋极限应力研究进展. 公路交通科技，2000, Vol.17, No.6, 41-43.9 杜进生, 秦权，刘西拉. 分析结构变异反应及结构可靠度的工具－随机有限元. 公路交通科技，1999, Vol.16, No.3, 30-35. 8 杜进生, 秦权，刘西拉. 系统可靠度及其在桥梁工程中的应用前景.公路交通科技，1999, Vol.16, No.4, 21-24 .7 杜进生，刘西拉. 无粘结预应力混凝土结构的锈蚀－谬论、错误观点及事实. 国外桥梁，1999,No.3, 71-74.6 杜进生，赖国麟. 使用荷载下无粘结部分预应力混凝土梁的应力分析, 土木工程学报，1998, Vol.31, No.1, 71-75.5 杜进生，赖国麟. 无粘结部分预应力混凝土受弯构件正截面抗弯强度计算方法的研究. 桥梁建设, 1997, No.3, 13-154 常学亮，杜进生. 无腹筋RC梁抗剪强度的解析公式，华东公路，1994, No.4, 26-30.3 杜进生，赖国麟. 无粘结预应力混凝土受弯构件的数值分析，华东公路，1992, No.5, 3-7.2 杜进生，赖国麟. Esker跨线桥的设计与施工，国外公路，1992, No.5, 10-21.1 杜进生，叶见曙，赖国麟. 体外预应力加固梁桥后的抗弯强度计算，华东公路，1991, No.4, 12-21.会议论文26 Ng PL, Du JS and Zheng H. Dynamic analysis of continuous multi-span bridge structure under the effect of travelling seismic waves, edited by Hao H and Zhang CW, Mechanics of Structures and Materials: Advancements and Challenges, Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, Perth, Australia, 2016, pp.1669-1674. 25 Ng PL, Du JS, Luo XF and Au FTK.Hydration temperature rise and thermal stresses induced in segment-on-pier of prestressed concrete box girder bridge. Edited by Fernando D, Teng JG and Torero JL, Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering, Brisbane, Australia, 2015, pp.679-688. 24 陈劲超 杜进生. 高速公路匝道桥支座脱空与抗倾覆能力计算分析. 第23届全国结构工程学术会议论文集, 2014年10月, 兰州, pp. 336-340.23 Liu L, Wang SQ, Du JS. Design of PPC Beams According to Crack Width Regulations in Chinese Code GB50010. Construction and Maintenance of Railway Infrastructure in Complex Environment. The 3rd International Conference on Railway Engineering Beijing, August 2014, pp: 630-634.22 杜进生，康景亮，罗小峰. 考虑施工缺陷和初始偏心的高墩稳定性分析. 第19届全国结构工程学术会议, 2010年10月，山东，济南. 21 刘海彬，杜进生，罗小峰. 泾河大桥合拢内力和变形分析. 第19届全国结构工程学术会议, 2010年10月，山东，济南.20 罗小峰，杜进生，刘海彬. 小花沟高墩连续刚构桥的稳定和抗震分析. 第19届全国结构工程学术会议, 2010年10月，山东，济南.19 Du JS, Wang Chen, Qiao ML, Chang XL and Chen HB. Flexural behavior of concrete beams reinforced by CFRP bars, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 1060-1063.18 Liu HB, Du JS, Chang XL and Tan YP. Closure schemes of multi-span continuous rigid frame bridges, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 780-783. 17 Hui XR, Du JS, et al. Measures for Reducing Deformation Between Existing and New Decks in Bridge Widening Construction under Traffic Load, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 843-846.16 Luo XF, Du JS, Chang XL, Tan YP. Nonlinear stability analysis of Jing River bridge, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 1279-1282.15 Du JS, Xiang XY, Mosallam A. Analysis of shrinkage and creep effects on the widening of highway bridges, Proceedings of Shanghai International Conference on Technology of Architecture and Structure (ICTAS 2009), Shanghai, China, October 15-17, 2009, pp.425-431.14 Ng PL, Kwan AKH, Fung WWS and Du JS. Prediction of concrete creep by multi-layer visco-elastic model, Edited by Au FTK., Proceedings of the 7th International Conference on Tall Buildings, 28-30 October，Hong Kong, 2009, pp.677-688.13 Ayman S. Mosallam, Medhat Khorshid, Ibrahim Eldemirdash, Jinsheng Du. The use of recycled and hybrid environmentally friendly composite materials, Proceedings of fiber reinforced polymer (FRP) composites for infrastructure applications conference, November 4-6, 2009, San Francisco California, USA.12 Szymon Gontarz, Stanislaw Radkowski, Jin-Sheng Du. Use of passive magnetic method for stress assessment. The Proceedings of 2009 8th International Conference on Reliability, Maintainability and Safety (ICRMS’2009), July 20-24, 2009, Chengdu, China.11 Du JS and Liu XL. Experimental Study of RC Continuous Beams Strengthened by External Prestressing, Innovation and sustainability of Modern Railway, Proceedings of ISMR’ 2008, Edited by Lei Xiaoyan, China Railway Publishing House, 2008 pp. 221-227. 10 Du JS, Xiang XY, Ng PL and Au FTK. Structural safety of prestressed concrete girder designed to the new Chinese Bridge Code, Proceedings of the 3rd World Congress on Engineering Asset Management and Intelligent Maintenance Systems Conference, October 27-30, 2008, Beijing China. pp 430-435. Editors:Gao Jinji, Jay Lee, Jun Ni, Lin Ma and Joseph Mathew. 9 Du JS, Ng PL and Au FTK. Highway bridge widening: structural considerations and research needs, Proceedings of the 3rd World Congress on Engineering Asset Management and Intelligent Maintenance Systems Conference, October 27-30, 2008, Beijing China. pp 436-441. Editors: Gao Jinji, Jay Lee, Jun Ni, Lin Ma and Joseph Mathew. 8 Du JS and Au FTK. Deformability for prestressed concrete members with unbonded FRP tendons. Second International Conference on Structural Condition Assessment, Monitoring and Improvement (SCAMI-2),Nov.19-21,2007,Changsha,China.pp 1113-1117.7 Du JS, Lu WL and Ji WY. Comparison of Prestressed Concrete Bridge Girders Designed by Three Different Codes, Proceedings of the 4th International Symposium on Safety Science and Technology, Shang Hai China, 2004 Oct.25-28, pp.899-904. (EI, ISTP).6 Ng PL, Lam JYK, Du JS, Su RKL and Fung WWS, Adaptive constrained mesh refinement for planar finite element analysis. Edited by Choi CK, The Proceedings of 4th International Conference on Advances in Structural Engineering and Mechanics, Jeju, Korea, 2008, pp.3085-3097.5 Au FTK,Du JS and Cheung YK, Full-range Analysis of Unbonded Partially Prestressed Concrete Members, Developments in Mechanics of Structures and Materials, Proceedings of the 18th Australasian Conference on the Mechanics of Structures and Materials (Ed. A.J. Deeks and H.Hao),Perth,Australia,1-3 December 2004,Vol.2, pp.725-730.4 杜进生, Francis TK Au, 刘士林. FRP 体外预应力筋极限应力计算方法研究,第十八届全国桥梁学术会议论文集,2008年5月,天津.3 杜进生, 王晨, 赵磊, 赵益鹏. 碳纤维体外预应力混凝土梁的试验研究,全国既有桥梁加固、改造与评价学术会议论文集,2008年11月,南京.2 杜进生，刘西拉. 无粘结部分预应力混凝土梁的试验研究. 第六届全国混凝土结构基本理论及工程应用学术会议，2000年10月18~20日，上海，同济大学.1 刘西拉，杜进生. 从体外预应力加固技术看混凝土结构研究思想的变化. 建筑物鉴定与加固改造, 第五届学术讨论会论文集，汕头: 汕头大学出版社，2000, 7-14. 专著/译著杜进生. 无粘结预应力混凝土结构-试验、理论及应用[M]. 国内:机械工业出版社，2012-06中国土木工程学会会员
