【张文明导师】招生“土木工程学院”研究生介绍

更新于 2021-11-10 导师主页
张文明 副教授 硕,博士生导师
土木工程学院
土木工程
桥梁抗风、抗震及防撞等动力学,缆索承重桥梁设计理论和施工监控技
zwm@seu.edu.cn

        张文明,男,工学博士,副教授,博/硕士生导师,国家一级注册结构工程师,东南大学土木工程学院桥隧与地下工程系党支部书记,混凝土及预应力混凝土结构教育部重点实验室桥隧中心副主任。

        主持国家自然科学基金3项、教育部高等学校博士学科点专项科研基金1项、江苏省自然科学基金2项、东南大学教改项目5项。参与国家重点研发计划1项、省部级以上研究课题10余项。主持或参与的横向课题涉及西堠门大桥、苏通大桥、马鞍山长江公路大桥、常泰长江大桥等大型桥梁工程。在Engineering Structures、Journal of Wind Engineering & Industrial Aerodynamics、Journal of Bridge Engineering (ASCE)、“工程力学”和“中国公路学报”等国内外核心期刊和国际国内学术会议上发表论文110余篇,其中SCI检索31篇,EI检索13篇;授权/公开国家发明专利19/12项;参编国家和省级标准各1部;出版学术专著1部(科学出版社)。获上海市科技进步一等奖、中国公路学会科学技术一等奖(3项)、中国振动工程学会科学技术一等奖、安徽省公路学会交通科技二等奖、江苏省高校土木工程青年教师讲课竞赛特等奖。

        国务院三峡办移民管理咨询中心专家,江苏省土木建筑学会教育工作委员会副秘书长,国家自然科学基金委员会函评专家,教育部学位中心学位论文评议专家,中国力学学会高级会员,江苏省工程师学会风工程专委会委员,《中国公路学报》、《交通运输工程学报》和《中南大学学报(自然科学版)》首届青年编委,Journal of Bridge Engineering (ASCE)、Wind and Structures等国际期刊和10余部国内期刊审稿人。


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科研项目

[1]   基于风-温相关性的大跨度斜拉桥风和温度荷载折减系数研究(国家自然科学基金面上项目,编号52078134,2021.1-2024.12,主持);

[2]   风-桥非线性自激系统内共振能量转移机理及应用基础研究(国家自然科学基金面上项目,编号51678148,2017.1-2020.12,主持);

[3]   多主跨悬索桥颤振形态演化机理研究(国家自然科学基金青年项目,编号51208104,2013.1-2015.12,主持);

[4]   超大跨度桥梁风致灾变全过程模拟(教育部高等学校博士学科点专项科研基金新教师类课题,编号20120092120018,2013.1-2015.12,主持);

[5]   大跨度悬索桥非线性自激气动力模型和颤振理论(江苏省自然科学基金面上项目,编号BK20181277,2018.7-2021.6,主持);

[6]   多塔悬索桥颤振形态演化预测模型研究(江苏省自然科学基金青年项目,编号BK2012344,2012.7-2015.6,主持);

[7]   在役拱桥安全与健康技术发展分析(在役长大桥梁安全与健康国家重点实验室开放基金课题,2020.11-12,主持);

[8]   在役斜拉桥安全与健康技术发展分析(在役长大桥梁安全与健康国家重点实验室开放基金课题,2019.11-12,主持);

[9]   高寒高海拔地区高墩大跨连续刚构桥设计与施工关键技术研究(青海省交通厅项目,2016.1-2018.12,编号2017-16,主持);

[10] 大跨度桥梁多风振耦合算法研究(江苏省优势学科项目,2012.1-2014.12,主持);

[11] 高烈度区既有城市桥梁不中断交通的抗震性能提升关键技术及示范(国家重点研发计划“城市典型交通基础设施运维安全关键技术研究”课题9,编号2017YFC0806009,2017.1-2020.12,参与)

[12] 混凝土梁桥长期性能研究(交通运输部建设科技项目,2014.10-2016.9,参与);

[13] 公路桥梁工业化与标准化建造技术(江苏省交通运输科技重大专项,2014.5-2016.5,参与);

[14] 马鞍山三塔缆索承重桥成套技术研究(交通运输部建设科技项目,2013.3-2014.12,参与)。


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研究成果

[1]   Wen-ming ZHANG, Jia-qi CHANG, Gen-min TIAN. FEM-based shape-finding and force-assessment of suspension bridges via completed loop adjustment. Journal of Bridge Engineering, ASCE, 2022, 27(1): 04021098. (JCR 2区,SCI、EI检索)

[2]   Wenming ZHANG, Xiaofan LU, Zhiwei WANG, Zhao LIU. Effect of the main cable bending stiffness on flexural and torsional vibrations of suspension bridges: Analytical approach. Engineering Structures, 2021, 240:112393. (JCR 1区,SCI、EI检索) 

[3]   Wenming ZHANG, Jiaqi CHANG, Xiaofan LU, Genmin TIAN, Jinguo LI. Suspension bridge deformation and internal forces under the concentrated live load: Analytical algorithm. Engineering Structures, 2021, 248:113271. (JCR 1区,SCI、EI检索)

[4]   Wenming ZHANG, Zihang LIU, Zhao LIU. Aesthetics and torsional rigidity improvements of a triple-cable suspension bridge by uniform distribution of dead loads to three cables in the transverse direction. Journal of Bridge Engineering, ASCE, 2021, 26(11): 04021083. (JCR 2区,SCI、EI检索)

[5]   Wenming ZHANG, Zhiwei WANG, Dan-dian Feng, Zhao Liu. Frequency-based tension assessment of an inclined cable with complex boundary conditions using the PSO algorithm. Structural Engineering and Mechanics, 2021, 79(5):619-639. (JCR 1区,SCI、EI检索)

[6]   Zhiwei WANG, Wenming ZHANG(通讯), Yufeng ZHANG, Zhao LIU. Circular-linear-linear probabilistic model based on vine copulas: An application to the joint distribution of wind direction, wind speed, and air temperature. Journal of Wind Engineering & Industrial Aerodynamics, 2021, 215:104704. (JCR 1区,SCI、EI检索)

[7]   Wenming ZHANG, Chaoyu YANG, Jiaqi CHANG, Dongmin LI, Zhao LIU. Gravity stiffness of a three-tower suspension bridge: Analytical solution via double-span bridge reduction to a single-span one with elastic constraints. Structures, 2021, 33:2198-2207. (JCR 2区,SCI、EI检索)

[8]   Wenming ZHANG, Chaoyu YANG, Jiaqi CHANG. Cable shape and construction parameters of triple-tower double-cable suspension bridge with two asymmetrical main spans. Journal of Bridge Engineering, ASCE, 2021, 26(2): 04020127. (JCR 2区,SCI、EI检索)

[9]   Wenming ZHANG, Kairui QIAN, Yaojun GE. Research on flutter-mode transition of a triple-tower suspension bridge based on structural nonlinearity. Structures, 2021, 34:787-803. (JCR 2区,SCI、EI检索)

[10] Tao LI, Zhao LIU, Wenming ZHANG. Analysis of suspension bridges in construction and completed status considering the pylon saddles. European Journal of Environmental and Civil Engineering, 2021, 25(3): 387-402. (JCR 2区,SCI、EI检索)

[11] Wenming ZHANG, Zhiwei WANG, Haoqing ZHANG, Xiaofan LU, Zhao LIU. Analytical study on free vertical and torsional vibrations of two- and three-pylon suspension bridges via d'Alembert's principle. Structural Engineering and Mechanics, 2020, 76(3): 293-310. (JCR 1区,SCI、EI检索)

[12] Wenming ZHANG, Zhiwei WANG, Zhao LIU. Joint distribution of wind speed, wind direction, and air temperature actions on long-span bridges derived via trivariate metaelliptical and plackett copulas. Journal of Bridge Engineering, ASCE, 2020, 25(9): 04020069. (JCR 2区,SCI、EI检索)

[13] Zhiwei WANG, Wenming ZHANG(通讯), Genmin TIAN, Zhao LIU. Joint values determination of wind and temperature actions on long-span bridges: Copula-based analysis using long-term meteorological data. Engineering Structures, 2020 (219): 110866. (JCR 1区,SCI、EI检索)   

[14] Wenming ZHANG, Chaoyu YANG, Genmin TIAN, Zhao LIU. Analytical assessment of main cable shape for three-pylon suspension bridge with unequal main-span lengths: thermal effect consideration. Journal of Bridge Engineering, ASCE, 2020, 25(1): 04019136. (JCR 2区,SCI、EI检索)  

[15] Wenming ZHANG, Genmin TIAN, Haixia ZHAO, Zhiwei WANG, Zhao LIU. Analytical methods for the assessment of hanger forces of a suspension bridge based on measured main cable configuration. Advances in Structural Engineering, 2020, 23(7):1423-1437. (SCI、EI检索)   

[16] Wenming ZHANG, Kairui QIAN, Genmin TIAN, Zhao LIU. An analytical algorithm for the pylon saddle pushing stage and distance during the suspension bridge construction. Advances in Structural Engineering, 2019, 22(15): 3290-3305. (SCI、EI检索)

[17] Wenming ZHANG, Genmin TIAN, Chaoyu YANG, Zhao LIU. Analytical methods for determining the cable configuration and construction parameters of a suspension bridge. Structural Engineering and Mechanics, 2019, 71(6): 603-625. (JCR 1区,SCI、EI检索)

[18] Wenming ZHANG, Chaoyu YANG, Zhiwei WANG, Zhao LIU. An analytical algorithm for reasonable central tower stiffness in the three-tower suspension bridge with unequal-length main spans. Engineering Structures, 2019, 199: 109595. (JCR 1区,SCI、EI检索)    

[19] Wenming ZHANG, Kairui QIAN, Li WANG, Yaojun GE. Aerostatic instability mode analysis of three-tower suspension bridges via strain energy and dynamic characteristics. Wind and Structures, 2019, 29(3): 163-175. (JCR 2区,SCI、EI检索)  

[20] Wenming ZHANG, Genmin TIAN, Zhao LIU. Analytical study of uniform thermal effects on cable configuration of a suspension bridge during construction. Journal of Bridge Engineering, ASCE, 2019, 24(11): 04019104. (JCR 2区,SCI、EI检索)   

[21] Wenming ZHANG, Tao LI, Luyao SHI, Zhao LIU, Kairui QIAN. An iterative calculation method for hanger tensions and the cable shape of a suspension bridge based on the catenary theory and finite element method. Advances in Structural Engineering, 2019, 22(7): 1566-1578. (SCI、EI检索) 

[22] Wenming ZHANG, Zhao LIU, Song Xu. Jindong Bridge: suspension bridge with steel truss girder and prefabricated RC deck slabs in China. Structural Engineering International, 2019, 22(9): 315-318. (SCI、EI检索)

[23] Wenming ZHANG, Kairui QIAN, Lian XIE, Yaojun GE. An iterative approach for time-domain flutter analysis of bridges based on restart technique. Wind and Structures, 2019, 28(3): 171-180. (JCR 2区,SCI、EI检索)  

[24] Sasa CAO, Shitang KE, Wenming ZHANG, Lin ZHAO, Yaojun GE, Xiaoxiang CHENG. Load-response correlation-based equivalent static wind loads for large cooling towers. Advances in Structural Engineering, 2019, 22(11): 2464-2475. (SCI、EI检索)

[25] Wenming ZHANG, Luyao SHI, Lin LI, Zhao LIU. Methods to correct unstrained hanger lengths and cable clamps' installation positions in suspension bridges. Engineering Structures, 2018, 171: 202-213. (JCR 1区,SCI、EI检索)     

[26] Weiding ZHUO, Zhao LIU, Jiandong ZHANG, Wenming ZHANG. Comparison study on hysteretic energy dissipation and displacement components between cast-in-place and precast piers with high-strength bars. Structural Concrete, 2018, 19(3): 747-757. (JCR 2区,SCI、EI检索)

[27] Wenming ZHANG, Yaojun GE. Wind tunnel investigation on flutter and buffeting of a three-tower suspension bridge. Wind and Structures, 2017,24(4): 367-384. (JCR 2区,SCI、EI检索)

[28] Wenming ZHANG, Yaojun GE. Flutter mode transition of a double-main-span suspension bridge in full aeroelastic model testing. Journal of Bridge Engineering, ASCE, 2014,19(7): 06014004. (JCR 2区,SCI、EI检索)

[29] Wenming ZHANG, Yaojun GE, Marc L. Levitan. A method for nonlinear aerostatic stability analysis of long-span suspension bridges under yaw wind. Wind and Structures, 2013,17(5):553-564. (JCR 2区,SCI、EI检索)

[30] Wenming ZHANG, Yaojun GE, Marc L. Levitan. Nonlinear aerostatic stability analysis of new suspension bridges with multiple main spans. J Braz. Soc. Mech. Sci. Eng., 2013,35(2):143-151. (SCI、EI检索)

[31] Wenming ZHANG, Yaojun GE, Marc L. Levitan. Aerodynamic flutter analysis of a new suspension bridge with double main spans. Wind and Structures, 2011,14(3):187-208. (JCR 2区,SCI、EI检索)


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