[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）。

[1]   Wen-ming ZHANG, Jia-qi CHANG, Gen-minTIAN. FEM-based shape-finding and force-assessment of suspension bridges viacompleted 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 maincable bending stiffness on flexural and torsional vibrations of suspensionbridges: 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 underthe concentrated live load: Analytical algorithm. Engineering Structures, 2021,248:113271. (JCR 1区，SCI、EI检索)

[4]   Wenming ZHANG, Zihang LIU, Zhao LIU. Aestheticsand torsional rigidity improvements of a triple-cable suspension bridge byuniform 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-basedtension assessment of an inclined cable with complex boundary conditions usingthe PSO algorithm. Structural Engineering and Mechanics, 2021, 79(5):619-639. (JCR1区，SCI、EI检索)

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

[7]   Wenming ZHANG, Chaoyu YANG, Jiaqi CHANG, Dongmin LI, Zhao LIU. Gravitystiffness of a three-tower suspension bridge: Analytical solution via double-spanbridge 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 parametersof triple-tower double-cable suspension bridge with two asymmetrical mainspans. 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-modetransition of a triple-tower suspension bridge based on structural nonlinearity.Structures, 2021, 34:787-803. (JCR 2区，SCI、EI检索)

[10] TaoLI, Zhao LIU, Wenming ZHANG. Analysisof suspension bridges in construction and completed status considering thepylon 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. Analyticalstudy on free vertical and torsional vibrations of two- and three-pylonsuspension bridges via d'Alembert's principle. Structural Engineering andMechanics, 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 trivariatemetaelliptical and plackett copulas. Journal of Bridge Engineering, ASCE, 2020,25(9): 04020069. (JCR 2区，SCI、EI检索)

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

[14] Wenming ZHANG, Chaoyu YANG, Genmin TIAN, Zhao LIU. Analyticalassessment of main cable shape for three-pylon suspension bridge with unequalmain-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. Analyticalmethods for the assessment of hanger forces of a suspension bridge based onmeasured 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 analyticalalgorithm for the pylon saddle pushing stage and distance during the suspensionbridge construction. Advances in Structural Engineering, 2019, 22(15): 3290-3305.(SCI、EI检索)

[17] Wenming ZHANG, Genmin TIAN, Chaoyu YANG, Zhao LIU. Analytical methodsfor determining the cable configuration and construction parameters of asuspension bridge. Structural Engineering and Mechanics, 2019, 71(6): 603-625. (JCR1区，SCI、EI检索)

[18] Wenming ZHANG, Chaoyu YANG, Zhiwei WANG, Zhao LIU. An analyticalalgorithm for reasonable central tower stiffness in the three-tower suspensionbridge 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 instabilitymode analysis of three-tower suspension bridges via strain energy and dynamiccharacteristics. 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 thermaleffects on cable configuration of a suspension bridge during construction. Journalof 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 calculationmethod for hanger tensions and the cable shape of a suspension bridge based onthe catenary theory and finite element method. Advances in StructuralEngineering, 2019, 22(7): 1566-1578. (SCI、EI检索) 

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

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

[24] SasaCAO, Shitang KE, Wenming ZHANG, LinZHAO, Yaojun GE, Xiaoxiang CHENG. Load-response correlation-based equivalentstatic 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 correctunstrained hanger lengths and cable clamps' installation positions insuspension bridges. Engineering Structures, 2018, 171: 202-213. (JCR 1区，SCI、EI检索)     

[26] WeidingZHUO, Zhao LIU, Jiandong ZHANG, WenmingZHANG. Comparison study on hysteretic energy dissipation and displacementcomponents 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-towersuspension 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-spansuspension bridge in full aeroelastic model testing. Journal of BridgeEngineering, ASCE, 2014,19(7): 06014004. (JCR 2区，SCI、EI检索)

[29] Wenming ZHANG, Yaojun GE, Marc L. Levitan. A method for nonlinearaerostatic 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 aerostaticstability 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 flutteranalysis of a new suspension bridge with double main spans. Wind andStructures, 2011,14(3):187-208. (JCR 2区，SCI、EI检索)

[1]   大跨度桥梁风致灾变全过程的模拟方法（已授权，专利号ZL201310100537.0）；

[2]   一种测试多主跨悬索桥抖振邻跨干扰效应的方法（已授权，专利号ZL201310117282.9）；

[3]   一种测试风雨联合作用下桥梁主梁静力三分量的方法（已授权，专利号ZL201410717021.5）；

[4]   一种大跨度桥梁伸缩缝损伤识别方法（已授权，专利号ZL201510836034.9）；

[5]   悬索桥施工过程中加劲梁测量坐标修正方法（已授权，专利号ZL201510113238.X）；

[6]   一种桥梁颤振时域计算方法（已授权，专利号ZL201510830886.7）；

[7]   一种桥墩防船撞装置（已授权，专利号ZL 201610934323.7）；

[8]   一种悬索桥加劲梁施工期支座（已授权，专利号ZL201710533848.4）；

[9]   悬索桥吊杆无应力下料长度修正方法（已授权，专利号ZL201710534491.1）；

[10] 悬索桥索夹安装位置修正方法（已授权，专利号ZL201710661112.5）；

[11] 一种悬索桥施工期梁端纵向大位移支座（已授权，专利号ZL201710533450.0）；

[12] 一种基于频率法测定悬索桥短吊杆内力的装置（已授权，专利号ZL201910236944.1）；

[13] 一种悬索桥吊杆力测定装置（已授权，专利号ZL201910236951.1）；

[14] 一种自动激光测垂仪及垂直度测量方法（已授权，专利号ZL201711305429.1）；

[15] 一种混凝土梁桥疲劳性能评估方法（已授权，专利号ZL201710842889.1）；

[16] 一种测量桥梁节段振动模型表面风压的风洞试验装置（已授权，专利号ZL201910732487.5）；

[17] 一种考虑垂度效应的斜拉索等效弹性模量计算方法（已授权，专利号ZL201710660288.9）；

[18] 一种使三主缆悬索桥恒载横桥向均匀分配的装置及方法（已授权，专利号ZL202010894028.X）；

[19] 一种桥梁断面非线性自激力的识别方法（已授权，专利号ZL201810647886.7）；

[20] 一种平行双幅桥静风稳定分析方法（已公开，申请号201810265774.5）；

[21] 一种悬索桥吊杆力和主缆线形联合计算方法（已公开，申请号201810250670.7）；

[22] 一种悬索桥空缆安装线形和索鞍初始安装位置的确定方法（已公开，申请号201811180900.3）；

[23] 一种不等主跨的三塔悬索桥的主缆线形构建方法（已公开，申请号201910066280.9）；

[24] 一种大跨桥梁风与温度荷载联合设计值的确定方法（已公开，申请号201910402688.9）；

[25] 一种桥梁节段模型风洞试验中频率可调的弹簧装置（已公开，申请号201910756935.5）；

[26] 一种三主缆悬索桥恒载横桥向均匀分配方法（已公开，申请号202010016231.7）；

[27] 一种确定悬索桥主缆线形的方法（已公开，申请号202010118482.6）；

[28] 一种悬索桥主缆分索股无应力长度的确定方法（已公开，申请号202110376857.3）；

[29] 一种活载作用下悬索桥结构变形及内力的确定方法（已公开，申请号2021104179311）；

[30] 一种偏心活载作用下的悬索桥全桥响应的确定方法（已公开，申请号202110576685.4）；

[31] 一种三主缆悬索桥恒载沿横桥向任意分配的计算方法（已公开，申请号202110908619.2）；

[32] 一种横向分布活载作用下悬索桥结构变形及内力的确定方法（已申请）。