| 【学术著作】
[1] 张文明. 悬索桥设计理论和施工控制技术. 北京：科学出版社，2021. [2] 张宇峰, 张文明, 杨扬. 在役长大桥梁安全与健康技术发展. 上海：上海科学技术出版社，2024.
【期刊论文】（*表示通讯作者）
[1] Zhe-hong ZHANG, Wen-ming ZHANG*, Zhi-wei WANG. An analytical method for thermal behavior analysis of long-span suspension bridges: Based on elastic catenary cable and gradient optimization. Engineering Structures, 2024, 321:119013. (JCR Q1，SCI、EI检索) [2] Wen-ming ZHANG, Zhe-hong ZHANG, Zhi-wei WANG, Bin CHEN. Temperature analysis and prediction for road-rail steel truss cable-stayed bridges based on the structural health monitoring. Engineering Structures, 2024, 315:118476. (JCR Q1，SCI、EI检索) [3] Yu-peng CHEN, Wen-ming ZHANG*, Gen-min TIAN. Frictional effect on the mechanical properties of bridge’s semi-parallel stay cables under axial tensile loads. Applied Mathematical Modelling, 2024, 134:656–675. (JCR Q1，SCI、EI检索) [4] Wen-ming ZHANG, Jia-qi CHANG, Xing-hang SHEN, Xiao-fan LU. An analytical method for solving the maximum deformation responses of suspension bridges with short extended spans under live load. Engineering Structures, 2024,311:118165. (JCR Q1，SCI、EI检索) [5] Wen-ming ZHANG, Xiao-yi ZHANG, Yu-peng CHEN, Xing-hang SHEN. Analytical algorithm for determining anchor span strand tensions in the suspension bridge’s free-cable state. Structures, 2024, 65:106648. (JCR Q1，SCI、EI检索) [6] Wen-ming ZHANG, Jian-bin LIAO, Yu-peng CHEN. Assessment of maximum and minimum hanger forces in a triple-cable suspension bridge under live load: analytical algorithm with manta ray foraging optimization. Structures, 2024, 64:106517. (JCR Q1，SCI、EI检索) [7] Wen-ming ZHANG, Jie CHEN. Effects of key parameters of hybrid cable-stayed suspension bridge on the fatigue resistance of side hangers in bonding zones. Structures, 2024, 63:106441. (JCR Q1，SCI、EI检索) [8] Wen-ming ZHANG, Yu-peng Chen, Shi-han Wang, Xiao-fan Lu. An analytical algorithm for assessing dynamic characteristics of a triple-tower double-cable suspension bridge. Structural Engineering and Mechanics, 2024,90(4):325-343. (JCR Q2，SCI、EI检索) [9] Kai WANG, Wen-ming ZHANG*, Jie CHEN, Zhe-hong ZHANG. Reasonably completed state assessment of the self-anchored hybrid cable-stayed suspension bridge: an analytical algorithm. Structural Engineering and Mechanics, 2024, 90(2):159-175. (JCR Q2，SCI、EI检索) [10] Wen-ming ZHANG, Gen-min TIAN, Yu-peng CHEN. Evolution of suspension bridge structural systems, design theories, and shape-finding methods: A literature survey. Journal of Traffic and Transportation Engineering-English Edition, 2024, 11(2) : 225-244. (EI检索) [11] Wen-ming ZHANG, Xing-hang SHEN. Temperature load response of self-anchored suspension bridges: An analytical method and its FEM verification. Structures, 2024, 61:106135. (JCR Q1，SCI、EI检索) [12] Zhi-wei WANG, Xiao-fan LU, Wen-ming ZHANG*, Vasileios C. FRAGKOULIS, Yu-feng ZHANG, Michael BEER. Deep learning-based prediction of wind-induced lateral displacement response of suspension bridge decks for structural health monitoring. Journal of Wind Engineering & Industrial Aerodynamics, 2024, 247: 105679. (JCR Q1，SCI、EI检索) [13] Yu-peng CHEN, Wen-ming ZHANG*. Rock anchor hanger effect on single-tower earth-anchored suspension bridge mechanical performance: An analytical model and multi-objective golden eagle optimization. Advances in Structural Engineering, 2024, 27(4):688-705. (JCR Q2，SCI、EI检索) [14] Wen-ming ZHANG, Han-xu ZOU, Jia-qi CHANG, Tian-cheng LIU.Estimating design positions of suspension bridge tower saddles in the completed bridge state: An analytical approach. Engineering Structures, 2024, 300: 117178. (JCR Q1，SCI、EI检索) [15] Gen-min TIAN, Wen-ming ZHANG*. A semi-analytical form-finding method of the 3D curved cable considering its flexural and torsional stiffnesses in suspension bridges. Applied Mathematical Modelling, 2023,124: 806-839. (JCR Q1，SCI、EI检索) [16] Wen-ming ZHANG, Xiao-yi ZHANG, Gen-min TIAN. Determining anchor span strand tensions in the completed state of a suspension bridge: an analytical algorithm. Journal of Bridge Engineering, ASCE, 2023, 28(12): 04023097. (JCR Q2，SCI、EI检索) [17] Wen-ming ZHANG, Jie CHEN, Jia-qi CHANG, Gen-min TIAN, Tian-cheng LIU. Analytical assessment of the full-bridge response to the vertical live load: an algorithm for hybrid cable-stayed suspension bridges. Advances in Structural Engineering, 2023, 26(16):3021-3040. (JCR Q2，SCI、EI检索) [18] Wen-ming ZHANG, Jia-qi CHANG, Xing-hang SHEN, Xiao-fan LU, Tian-cheng LIU. Rapid assessment of suspension bridge deformation under concentrated live loadconsidering main beam stiffness: An analytical method. Structural Engineering and Mechanics, 2023,88(1):53-65. (JCR Q2，SCI、EI检索) [19] Wen-ming ZHANG,Xing-hang SHEN, Jia-qi CHANG. Main cable shape-finding and live load response of the suspension bridge with central buckles: An analytical algorithm. Journal of Bridge Engineering, ASCE, 2023,28(11): 04023084. (JCR Q2，SCI、EI检索) [20] Yu-peng CHEN, Wen-ming ZHANG*, Tian-cheng LIU. Reliability-based assessment of reasonable mid-tower lateral stiffness for a three-tower suspension bridge. Advances in Structural Engineering, 2023: 26(14): 2621-2635. (JCR Q2，SCI、EI检索) [21] Wen-ming ZHANG, Zhe-hong ZHANG, Gen-min TIAN, Jia-qi CHANG. Determining the reasonable completed bridge state of the self-anchored suspension bridge with spatial cable system based on minimum bending strain energy: An analytical algorithm. Journal of Bridge Engineering, ASCE, 2023, 28(5): 04023018. (JCR Q2，SCI、EI检索) [22] Gen-min TIAN, Wen-ming ZHANG*, Jia-qi CHANG, Zhao LIU. Analytical study on cable shape and its lateral and vertical sags for earth-anchored suspension bridges with spatial cables. Structural Engineering and Mechanics, 2023, 87(3):255-272. (JCR Q2，SCI、EI检索) [23] Zhi-wei WANG, Xiao-fan LU, Wen-ming ZHANG*, Vasileios C. FRAGKOULIS, Michael BEER, Yu-feng ZHANG. Deep learning-based reconstruction of missing long-term girder-end displacement data for suspension bridge health monitoring. Computers & Structures, 2023,284:107070. (JCR Q1，SCI、EI检索) [24] Wen-ming ZHANG, Jie CHEN, Gen-min TIAN, Xiao-fan LU.Analytical algorithm for the full-bridge response of hybrid cable-stayed suspension bridges under a horizontal transverse live load. Structures, 2023, 53:132-148. (JCR Q1，SCI、EI检索) [25] Wen-ming ZHANG, Xiao-yi ZHANG, Gen-min TIAN. Determining the hanger force of the suspension bridge with short extended spans: An analytical algorithm. Structures, 2023, 51:1645-1654. (JCR Q1，SCI、EI检索) [26] Wen-ming ZHANG, Zhi-wei WANG. Frequency-based cable tension identification using a nonlinear model with complex boundary constraints. Shock and Vibration, 2023,2023:7795452. (SCI、EI检索) [27] Wen-ming ZHANG, Han-xu ZOU, Jie CHEN, Jia-qi CHANG. An analytical method for adjusting dead load allocation between side and central cables in a cable-stayed bridge with three cable planes. Structures, 2023, 48:1761-1771. (JCR Q1，SCI、EI检索) [28] Wen-ming ZHANG, Yu-peng CHEN. An analytical method for assessing the live load deformation of a suspension bridge with an improved central buckle. Structures, 2023, 47:1341-1351. (JCR Q1，SCI、EI检索) [29] Zhi-wei WANG, An-dong LI, Wen-ming ZHANG*, Yu-feng ZHANG. Long-term missing wind data recovery using free access databases and deep learning for bridge health monitoring. Journal of Wind Engineering & Industrial Aerodynamics, 2022,230:105201. (JCR Q1，SCI、EI检索) [30] Wen-ming ZHANG, Jia-qi CHANG, Dan-dian FENG. Determination of main cable shape and hanger tensions of a suspension bridge based on the measured live-load deflection of the main beam: an analytical algorithm. Engineering Structures, 2022,272:115031. (JCR Q1，SCI、EI检索) [31] Shi-jun WANG, Wen-ming ZHANG*, Chun LIU, Yun-fei TIAN, Zi-yun CHEN. Energy-based analysis of 3D wind-induced-flutter mechanism of a three-tower suspension structure. Structures, 2022, 45:969-983. (JCR Q2，SCI、EI检索) [32] Shi-jun WANG, Wen-ming ZHANG*, Yun-fei TIAN, Cheng-jia BAO, Zi-yun CHEN. Unified numerical model of wind-induced response of long-span structures: aerostatic torsional divergence, flutter, and random buffeting. Structures, 2022,45:1076-1094. (JCR Q2，SCI、EI检索) [33] Wen-ming ZHANG, Ji-jiu LIU, Gen-min TIAN. Dead load allocation in triple-cable suspension bridges by adjusting the unstrained lengths of hangers: a novel analytical approach. Journal of Bridge Engineering, ASCE, 2022,27(11): 04022109. (JCR Q2，SCI、EI检索) [34] Wen-ming ZHANG, Jie CHEN, Gen-min TIAN, Jia-qi CHANG. Reasonable completed state evaluation for hybrid cable-stayed suspension bridges: An analytical algorithm. Structures, 2022,44:1636-1647. (JCR Q2，SCI、EI检索) [35] Wen-ming ZHANG, Yu-peng CHEN. Predicting the maximum deflection and girder-end rotation of a three-tower suspension bridge under live load: an analytical algorithm. Structures, 2022,44:295-305. (JCR Q2，SCI、EI检索) [36] Wen-ming ZHANG, Xiao-yi ZHANG, Gen-min TIAN. Analytical shape-finding of the three-dimensional wind-resistant rope system of a suspension bridge. Journal of Bridge Engineering, ASCE, 2022, 27(10): 04022086. (JCR Q2，SCI、EI检索) [37] Wen-ming ZHANG, Xiao-fan LU, Jia-qi CHANG, Gen-min TIAN. An analytical algorithm for estimating the deck’s maximum deflection and deck-end rotation angle of a suspension bridge under live load. Journal of Bridge Engineering, ASCE, 2022, 27(7): 04022055. (JCR Q2，SCI、EI检索) [38] Wen-ming ZHANG, Jie CHEN, Gen-min TIAN, Jia-qi CHANG. Static response assessment of the entire suspension bridge under horizontal transverse live load: an analytical calculation method. Journal of Bridge Engineering, ASCE, 2022, 27(7): 04022052. (JCR Q2，SCI、EI检索) [39] Wen-ming ZHANG, Shi-han WANG, Xiao-fan LU. An analytical algorithm for deriving the lateral bending’s natural frequencies and modal shapes of a three-tower double-cable suspension bridge. Structures, 2022, 40:1078-1090. (JCR Q2，SCI、EI检索) [40] Tao LI, Wen-ming ZHANG. Galloping analysis of the main cable in construction: An advanced nonlinear scheme. Applied Mathematical Modelling, 2022, 107:701-716. (JCR Q1，SCI、EI检索) [41] 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 Q2，SCI、EI检索) [42] Zhi-wei WANG, Wen-ming ZHANG*, Yu-feng ZHANG, Zhao LIU. Temperature prediction of flat steel box girders of long-span bridges utilizing in-situ environmental parameters and machine learning. Journal of Bridge Engineering, ASCE, 2022, 27(3): 04022004. (JCR Q2，SCI、EI检索) [43] Tao LI, Zhao LIU, Wen-ming ZHANG. Analysis of suspension bridges in construction and completed status considering the pylon saddles. European Journal of Environmental and Civil Engineering, 2022, 26(9): 4280–4295. (JCR Q2，SCI、EI检索) [44] Wen-ming ZHANG, Xiao-fan LU, Jia-qi CHANG, Gen-min TIAN, Lian-feng XIA.Assessment of deformations and internal forces in the suspension bridge under eccentric live loads: analytical algorithm. Structural Engineering and Mechanics, 2021, 80(6):749-765. (JCR Q2，SCI、EI检索) [45] Wen-ming ZHANG, Xiao-fan LU, Zhi-wei 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 Q1，SCI、EI检索) [46] Wen-ming ZHANG, Jia-qi CHANG, Xiao-fan LU, Gen-min TIAN, Jin-guo LI. Suspension bridge deformation and internal forces under the concentrated live load: Analytical algorithm. Engineering Structures, 2021, 248:113271. (JCR Q1，SCI、EI检索) [47] Wen-ming ZHANG, Zi-hang 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 Q2，SCI、EI检索) [48] Wen-ming ZHANG, Zhi-wei 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 Q2，SCI、EI检索) [49] Zhi-wei WANG, Wen-ming ZHANG*, Yu-fengZHANG, 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 Q1，SCI、EI检索) [50] Wen-ming ZHANG, Chao-yu YANG, Jia-qi CHANG, Dong-min 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 Q2，SCI、EI检索) [51] Wen-ming ZHANG, Chao-yu YANG, Jia-qi 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 Q2，SCI、EI检索) [52] Wen-ming ZHANG, Kai-rui QIAN, Yao-jun GE. Research on flutter-mode transition of a triple-tower suspension bridge based on structural nonlinearity. Structures, 2021, 34:787-803. (JCR Q2，SCI、EI检索) [53] Wen-ming ZHANG, Zhi-wei WANG, Hao-qing ZHANG, Xiao-fan 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 Q2，SCI、EI检索) [54] Wen-ming ZHANG, Zhi-wei 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 Q2，SCI、EI检索) [55] Zhi-wei WANG, Wen-ming ZHANG*, Gen-min 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 Q1，SCI、EI检索) [56] Wen-ming ZHANG, Chao-yu YANG, Gen-min 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 Q2，SCI、EI检索) [57] Wen-ming ZHANG, Gen-min TIAN, Hai-xia ZHAO, Zhi-wei 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) [58] 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) [59] Wen-ming ZHANG, Gen-min TIAN, Chao-yu 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 Q1，SCI、EI检索) [60] Wen-ming ZHANG, Chao-yu YANG, Zhi-wei 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 Q1，SCI、EI检索) [61] Wen-ming ZHANG, Kai-rui QIAN, Li WANG, Yao-jun 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 Q2，SCI、EI检索) [62] Wen-ming ZHANG, Gen-min 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 Q2，SCI、EI检索) [63] Wen-ming ZHANG, Tao LI, Lu-yao SHI, Zhao LIU, Kai-rui 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) [64] Wen-ming 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) [65] Wen-ming ZHANG, Kai-rui QIAN, Lian XIE, Yao-jun GE. An iterative approach for time-domain flutter analysis of bridges based on restart technique. Wind and Structures, 2019, 28(3): 171-180. (JCR Q2，SCI、EI检索) [66] Sa-sa CAO, Shi-tang KE, Wen-ming ZHANG, Lin ZHAO, Yao-jun 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) [67] Wen-ming ZHANG, Lu-yao 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 Q1，SCI、EI检索) [68] Wei-ding ZHUO, Zhao LIU, Jian-dong ZHANG, Wen-ming 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 Q2，SCI、EI检索) [69] Wen-ming ZHANG, Yao-jun GE. Wind tunnel investigation on flutter and buffeting of a three-tower suspension bridge. Wind and Structures, 2017,24(4): 367-384. (JCR Q2，SCI、EI检索) [70] Wen-ming ZHANG, Yao-jun 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 Q2，SCI、EI检索) [71] Wen-ming ZHANG, Yao-jun 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 Q2，SCI、EI检索) [72] Wen-ming ZHANG, Yao-jun 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) [73] Wen-ming ZHANG, Yao-jun 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 Q2，SCI、EI检索) [74] 张文明, 陈渝鹏, 王景全. 大跨度斜拉桥半平行钢丝拉索对称断丝损伤分析模型. 现代交通与冶金材料, 2024, 4(5): 42-50. [75] 张文明. 高校桥梁工程课程群思想政治教学改革与实践探索. 教育教学论坛, 2024, (19): 77-80. [76] 张文明, 冯丹典, 葛耀君. 基于深度学习的桥梁非线性气动力模型. 桥梁建设, 2023, 53(3):16-24.（EI检索） [77] 张文明, 常佳琦, 田根民, 夏连峰. 不等主跨三塔空间缆索悬索桥主缆线形的解析计算方法. 桥梁建设, 2022, 52(1):109-115.（EI检索） [78] 胡骏, 郑清刚, 张文明. 常泰长江大桥风与温度荷载组合效应研究. 桥梁建设, 2020, 5(4): 42-47.（EI检索） [79] 赵海霞, 张文明*, 蒋晓放, 刘钊. 基于悬链线的斜拉索垂度效应等效弹性模量计算方法. 中外公路, 2020, 40(2): 62-66. [80] 王磊, 蔺新艳, 张文明, 王钦亭, 孟海平. 课堂演示实验在结构力学教学中的应用. 力学与实践, 2019, 41(6): 709-714. [81] 孙海秀, 张文明, 刘安, 惠卓, 胡玉兵. 多跨连续刚构桥合龙口顶推力约束优化算法研究. 现代交通技术, 2019,16(1):56-60. [82] 张文明, 葛耀君. 考虑风速空间分布的三塔悬索桥静风稳定分析. 东南大学学报(自然科学版), 2018, 48(1):152-156.（EI检索） [83] 陈熹，鞠丹，张文明，李姝玮. 高墩大跨连续刚构桥合龙方案选择与顶推控制研究. 现代交通技术, 2018,15(3):23-26,44. [84] 张文明. 高校《大跨桥梁结构》课程双语教学的探索与实践. 教育教学论坛, 2017,(6):157-158. [85] 李涛，张文明，刘钊，王仁贵，马军海. 超载作用下空心板梁铰缝疲劳损伤分析. 现代交通技术, 2017,14(4):44-47. [86] 谢炼，张文明，宗周红. 基于ANSYS 的桥梁结构颤振时域重启动迭代法. 东南大学学报（自然科学版）, 2016,46(1):133-139.（EI检索） [87] 谢炼, 张文明, 宗周红. 基于健康监测的灌河大桥实测湍流积分尺度对比研究. 结构工程师, 2016, 32(2): 75-83. [88] 章征，王凯，李毓龙，张文明，刘钊. 混凝土桥墩施工期水化热及表面抗裂影响因素研究. 桥梁建设, 2015, 45(2):65-70.（EI检索） [89] 张文明，葛耀君. 三塔双主跨悬索桥动力特性精细化分析. 中国公路学报，2014,27(2):1-8.（EI检索） [90] 张文明，葛耀君. 考虑特征紊流影响的大跨桥梁静风稳定分析方法. 工程力学，2014,31(9):198-202.（EI检索） [91] 丁幼亮，胡心一，张志强，宋建永，李万恒，张文明，王玉倩. 考虑桥塔风效应的多塔斜拉桥抖振响应分析，工程力学，2014,31(10):77-84.（EI检索） [92] 张文明，王溧，刘钊. 基于应变能的三塔悬索桥静风失稳形态分析. 桥梁建设，2013,43(5):62-67.（EI检索） [93] 张文明，葛耀君. 双主跨悬索桥颤振节段模型试验模态匹配问题. 哈尔滨工业大学学报，2013,45(12):90-93.（EI检索） [94] 张文明，葛耀君，周志勇，许林汕. 双主跨悬索桥颤振稳定性试验. 中国公路学报, 2010, 23(4) : 58-62.（EI检索） [95] 张文明，葛耀君，杨詠昕，周玉芬. 带挑臂箱梁涡振气动控制试验研究. 哈尔滨工业大学学报，2010,42(12):1948-1952+1989.（EI检索） [96] 张文明，葛耀君. 斜风作用下大跨度悬索桥非线性静风稳定分析. 华中科技大学学报(自然科学版)，2009,37(11):111-114 .（EI检索） [97] 张文明，杨詠昕，葛耀君，邵亚会. 风障对大跨度悬索桥抗风性能的影响. 武汉理工大学学报，2008,30(11):113-116.（EI检索） [98] 张文明，葛耀君. 大跨度悬索桥非线性静风稳定性优化迭代分析方法. 武汉理工大学学报（交通科学与工程版），2010,34(6):1141-1145. [99] 张文明. 新型桥塔自立状态动力特性分析. 山东建筑大学学报, 2009,24(2):99-102. [100]张文明，张海龙，葛耀君. 大跨连续刚构桥最大悬臂阶段抖振时域分析. 山东建筑大学学报，2008,23(1): 1-5. [101]彭小刚，张文明，王涛. 大跨度三塔悬索桥非线性静风稳定分析. 山东建筑大学学报, 2008,23(5):435-437+470. [102]邵亚会，赵林，张文明，葛耀君. 悬索桥考虑主缆振型的建模方法及其风振响应研究. 结构工程师，2008,24(4):58-63+75. [103]邵亚会，葛耀君，朱志虎，张文明. 新型大跨度自锚式悬索桥节段模型涡激共振对比研究. 桥梁建设，2008,38(03):15-18. [104]张华兵，郑明万，张文明，王涛，张海龙. 济南市北园大街高架桥曲线墩仿真分析. 中外公路, 2007,27(3):127-131. [105]张巍，严少波，张文明，陈峰，张海龙. 薄壁桥墩防撞浮箱的设计与仿真. 世界桥梁，2007,2:38-41. [106]张文明，王涛，张华兵，张海龙. 基于ANSYS/LS-DYNA的船桥碰撞分析. 中国水运，2006,6(11):21-23.
【会议论文】 [1] Zhi-wei Wang, Wen-ming ZHANG., Michael BEER. Non-parametric directional environmental contours: A method for estimating bridge design load combinations of wind and temperature. Engineering Mechanics Institute Conference and Probabilistic Mechanics & Reliability Conference 2024 (EMI/PMC 2024), ASCE. Chicago, USA, May 28-31, 2024. [2] Zhi-wei Wang, Wen-ming ZHANG, Michael BEER. Non-parametric directional environmental contour method with uncertainty quantification: Estimation of design load combinations. The 4th International Conference on Vulnerability and Risk Analysis and Management (ICVRAM 2024) & the 8th International Symposium on Uncertainty Modelling and Analysis (ISUMA 2024), ASCE. Shanghai, China, Apr. 25-27, 2024. [3] Wen-ming ZHANG, Ji-jiu LIU, Zi-hang LIU. Analytical methods to adjust the distribution of dead loads of a suspension bridge with three cable planes to three cables in the transverse direction. IABSE Congress Nanjing 2022. Nanjing, China, Sept. 21-23, 2022. [4] Gen-min Tian, Wen-ming ZHANG. A novel form-finding analysis method for suspension bridges with spatial cables considering main cable flexural and torsional stiffness. IABSE Congress Nanjing 2022. Nanjing, China, Sept. 21-23, 2022. [5] Zhi-wei Wang, Wen-ming ZHANG, Yu-feng ZHANG. Long-term missing wind data recovery using free access databases and deep learning. IABSE Congress Nanjing 2022. Nanjing, China, Sept. 21-23, 2022. [6] Jia-qi CHANG, Wen-ming ZHANG. Shape-finding and force-assessment of suspension bridges in the completed bridge state and under the concentrated live load. 17th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-17). Singapore, June 27-30, 2022. [7] Wen-ming ZHANG. Analytical study on cable-shape and key construction parameters of three-tower suspension bridges with two asymmetrical main spans. Transportation Research Congress (TRC2021). Hangzhou, China, Nov. 5-7, 2021. [8] Gen-min TIAN, Wen-ming ZHANG. Analytical algorithms for the cable shape and construction parameters of a suspension bridge. Transportation Research Congress (TRC2021). Hangzhou, China, Nov. 5-7, 2021. [9] Xin-yi HU, Zhi-qiang ZHANG, You-liang DING, Wen-mingZHANG. Influences of structural system characteristics on the dynamic characteristics and wind-induced buffeting response of multi-tower cable-stayed bridge. 2nd International Conference on Advanced Materials and Intelligent Manufacturing( ICAMIM 2021), October 28, 2021. (EI检索) [10] Zhi-wei WANG，Wen-ming ZHANG, Zhao LIU. Copula-based study on joint values of wind and temperature actions for long-span bridges utilizing long-term meteorological data. The 10th Cross-strait Summer School on Monitoring and Control in Civil Engineering. Wuhan, China, Aug. 23-26, 2019.（学生论文竞赛一等奖） [11] Wen-ming ZHANG, Hao-qing ZHANG, Zhao LIU, Yao-jun GE. Study on nonlinear aerodynamic force and nonlinear vibration of suspension bridges. In proceedings of the 7th International Symposium on Computational Wind Engineering, Seoul, Republic of Korea, June 18-22, 2018. [12] Tao LI, Teng WU, Wen-ming ZHANG, Zhao LIU. Simulation of nonlinear structural aerodynamics based on deep LSTM networks. In proceedings of the 7th International Symposium on Computational Wind Engineering, Seoul, Republic of Korea, June 18-22, 2018. [13] Wen-ming ZHANG, Yao-jun GE. Nonlinear flutter of a triple-tower suspension bridge via full aeroelastic model wind tunnel tests. In proceedings of the 9th Asia-Pacific Conference on Wind Engineering. Auckland, New Zealand, Dec. 3-7, 2017. [14] Wei-ding ZHUO, Zhao LIU, Wen-ming ZHANG, Jian-dong ZHANG. Experimental study on ductility and hysteretic energy of CIP and precast bridge piers with high strength rebar. The 39th IABSE Symposium-Engineering the Future. Vancouver, Canada, Sept. 21-23, 2017. [15] Wen-ming ZHANG, Zhao LIU, Tao LI, Ran TAO, Liang LI. Study on fatigue performance of concrete beam bridges subject to long-term degradation. In proceedings of the 13th China-US Bridge Engineering Workshop. Xi'an, China, Oct. 27-30, 2016. [16] Wen-ming ZHANG, Zhao LIU, Tao LI, Yi-yang HUA.Study on seismic performance evaluation for in-service concrete beam bridges. In proceedings of the 12th China-US Bridge Engineering Workshop. Pittsburgh, PA, USA, June 7-9, 2015. [17] Wen-ming ZHANG, Zhao LIU, Ran TAO. A system of inspection and evaluation for LTBP in China. In proceedings of the 11th China-US Bridge Engineering Workshop. Chengdu, China, Nov. 6-9, 2014. [18] Wen-ming ZHANG, Yao-jun GE. Aerodynamic stability of a three-tower suspension bridge during erection via aeroelastic model test. In proceedings of the 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013). Zhuhai, China, July 28-29, 2013. (SCI、EI 检索) [19] Wen-ming ZHANG, Yao-jun GE, Marc L. Levitan. Optimum iteration method for nonlinear aerostatic stability analysis of a long-span cable-supported bridge. In proceedings of the Fifth International Symposium on Computational Wind Engineering (CWE2010). Chapel Hill, North Carolina, USA, May 23-27, 2010. [20] Yao-jun GE, Lin-shan Xu, Wen-ming ZHANG, Zhi-yong Zhou. Dynamic and aerodynamic characteristics of new suspension bridges with double main spans. In proceedings of the Seventh Asia-Pacific Conference on Wind Engineering, Taipei, Taiwan, Nov. 8-12, 2009. [21] 张文明. 桥梁缆索多因素耦合损伤机理与寿命预测研究. 桥梁高性能长寿命缆索技术研讨会，江苏江阴，2024.8.2-4.（大会报告） [22] 张文明，王志伟. 大跨度斜拉桥风-温组合效应研究. 第九届结构设计理论与工程应用学术会议，江苏南京，2024.5.24-26.（特邀报告） [23] 张文明，王志伟. 大跨度斜拉桥风-温组合效应研究. 第六届防震减灾与工程创新国际会议，河南郑州，2023.11.24-26.（邀请报告） [24] 张文明，王志伟. 大跨斜拉桥风与温度作用组合效应研究. 2023装配化组合结构桥梁创新技术论坛暨钢桥联盟年度工作会议，江苏张家港，2023.11.21-23. [25] 张文明，王志伟. 大跨斜拉桥风与温度作用组合效应研究. 第5届全国基础设施防灾减灾工程青年学者学术会议，江苏南京，2023.9.8-10.（邀请报告） [26] 张文明，王志伟. 考虑风向的风-温联合概率分布建模. 第二十一届全国结构风工程学术会议，湖南长沙，2023.8.18-20.（特邀报告） [27] 张文明，王志伟. 大跨斜拉桥风与温度作用组合效应研究. 第2届近海深水桥隧工程设计与研究进展学术研讨会，四川成都，2023.8.11-13.（特邀报告） [28] 田根民，张文明. 悬索桥主缆线形和施工参数的解析算法. 第2届近海深水桥隧工程设计与研究进展学术研讨会，四川成都，2023.8.11-13. [29] 张文明，冯丹典. 基于深度学习的大跨度悬索桥非线性气动力研究. 第六届全国防灾减灾工程学术会议，北京，2023.6.16-18.（邀请报告） [30] 张文明，冯丹典. 基于深度学习的大跨度悬索桥非线性气动力及颤振研究. 第五届江苏省工程师学会风工程学术会议暨基础设施智能抗风防灾及韧性提升国际论坛，江苏南京，2023.6.10 -11.（特邀报告） [31] 张文明，王志伟，张宇峰，刘钊. 基于机器学习和桥位环境数据的大跨桥梁扁平钢箱梁温度预测. 第九届全国结构抗振控制与健康监测学术会议，湖南长沙，2023.5.12-14.（邀请报告） [32] 张文明，陆小凡，王志伟，张宇峰. 基于深度学习的悬索桥梁端纵向位移监测数据重构. 第九届全国结构抗振控制与健康监测学术会议，湖南长沙，2023.5.12-14. [33] 张文明，葛耀君. 大跨索承桥钢箱梁涡振机理及控制措施. 第十二届结构减震控制学术会议，湖北武汉，2022.7.28-30. [34] 王志伟，张文明. 基于Copula的圆-线-线型风向-风速-气温三维联合分布建模方法. 第二十届全国结构风工程学术会议暨第六届全国风工程研究生论坛，广东广州，2022.3.18-20. [35] 冯丹典，张文明. 基于深度学习的桥梁非线性气动力研究. 第二十届全国结构风工程学术会议暨第六届全国风工程研究生论坛，广东广州，2022.3.18-20. [36] 张文明，葛耀君. 大跨缆承桥梁非线性风效应和风温组合效应研究. 第1届近海深水桥隧工程设计与研究进展学术研讨会，浙江杭州，2021.9.24-26.（邀请报告） [37] 张文明，杨超宇. 不等主跨三塔悬索桥设计及施工关键参数解析算法. 第五届土木工程赣江学术论坛，江西南昌，2021.9.18-20. [38] 常佳琦，张文明. 悬索桥有限元全桥找形及活载响应解析计算方法. 第五届土木工程赣江学术论坛，江西南昌，2021.9.18-20. [39] 王志伟，张文明. 含风向的多维数据联合分布建模. 第四届江苏省工程师学会风工程学术会议暨沿海基础设施抗风防灾及风能利用前沿论坛，江苏连云港，2021.6.4-6.（论文二等奖） [40] 田根民，张文明. 基于非线性GRG算法的悬索桥主缆找形和施工参数研究. 第四届江苏省工程师学会风工程学术会议暨沿海基础设施抗风防灾及风能利用前沿论坛，江苏连云港，2021.6.4-6. [41] 张文明. 大跨缆承桥梁风效应和风温组合效应研究. 第二届土木工程计算与仿真技术学术会议，北京，2021.5.14-16.（邀请报告） [42] 张文明. 大跨缆承桥梁风致灾变及风温组合效应研究. 第一届桥梁极端荷载与防护学术会议，陕西西安，2021.4.10-11.（邀请报告） [43] 张文明，刘钊. 大跨度悬索桥结构体系、主缆找形和施工参数研究. 第一届土木工程湖湘论坛——桥梁与建筑结构的绿色化和智能化，湖南长沙，2020.12.18-20.（邀请报告） [44] 张文明. 悬索桥颤振形态演化机理研究新进展. 2020深水大跨桥梁新进展研讨会，四川成都，2020.12.4-6. [45] 张文明，王志伟. 基于风温相关性和Copula的大跨桥梁风和温度荷载联合分布研究. 第四届土木工程赣江学术论坛，江西南昌，2020.11.20-22.（特邀报告） [46] 张文明. 润物细无声----“桥梁工程”课程思政建设. 第七届全国桥梁工程教学研讨会暨桥梁工程青年教师说课比赛，湖南长沙，2020.11.20-24. [47] 田根民，张文明. 基于非线性GRG算法的悬索桥主缆找形和施工参数研究. 第四届土木工程赣江学术论坛，江西南昌，2020.11.20-22. [48] 张文明，钱凯瑞，葛耀君. 基于结构和气动力非线性的三塔悬索桥颤振形态演化机理研究. 第十二届全国随机振动理论与应用学术会议暨第九届全国随机动力学学术会议，重庆，2020.10.30-11.1.（邀请报告） [49] 王志伟，张文明，刘钊. 基于Copula的大跨桥梁风速-风向-气温作用联合分布研究. 第十二届全国随机振动理论与应用学术会议暨第九届全国随机动力学学术会议，重庆，2020.10.30-11.1.（邀请报告） [50] 王志伟，张文明. 大跨度桥梁考虑风向的风与温度作用联合值研究. 中山大学土木工程院第二届研究生论坛，广东珠海，2020.10.17-18. [51] 王志伟，张文明. 常泰长江大桥风与温度组合效应研究. 第三届江苏省工程师学会风工程学术会议暨大型基础设施抗风防灾前沿论坛，江苏苏州，2020.1.3-5.（论文优秀奖） [52] 张文明，刘钊. 基于非线性GRG 算法的大跨度悬索桥施工监控关键参数研究. 第十届（2019）海峡两岸高校师生土木工程监测与控制研讨会，湖北武汉，2019.8.23-26. [53] 张文明，王志伟. 常泰长江大桥桥址处风与温度荷载组合系数研究. 第三届土木工程海外华人青年学者学术交流与联谊会，江苏南京，2019.7.8-9. [54] 张文明，葛耀君. 大跨桥梁风致灾变全过程模拟. 第十九届全国结构风工程学术会议暨第五届全国风工程研究生论坛论文集，福建厦门，2019.4.18-21. [55] 刘凯旋，张文明，惠卓. 基于CFD的扁平钢箱梁非线性气动力研究. 第十九届全国结构风工程学术会议暨第五届全国风工程研究生论坛论文集，福建厦门，2019.4.18-21. [56] 钱凯瑞，张文明，王溧，葛耀君. 三塔悬索桥三维颤振能量分析方法. 第十九届全国结构风工程学术会议暨第五届全国风工程研究生论坛论文集，福建厦门，2019.4.18-21. [57] 王志鹏，张文明. 基于CFD的带挑臂箱梁涡振气动机理研究. 第十九届全国结构风工程学术会议暨第五届全国风工程研究生论坛论文集，福建厦门，2019.4.18-21. [58] 田根民，张文明，刘钊. 基于实测主缆线形的悬索桥吊杆力识别方法. 第五届全国桥梁维护与安全学术会议，江苏南京，2019.4.19-21. [59] 王志伟，张文明，刘钊. 考虑边界未知嵌固和侧向支撑约束刚度的频率法索力测试研究. 第五届全国桥梁维护与安全学术会议，江苏南京，2019.4.19-21.（论文优秀奖） [60] 张文明，刘凯旋，惠卓. 大跨桥梁典型断面非线性气动自激力研究. 2019全国工程结构风致振动、监测与控制学术会议，广东汕头，2019.3.22-24. [61] 张文明，刘凯旋，惠卓. 弯扭复合运动下的桥梁非线性自激气动力. 第二届江苏省工程师学会风工程学术会议，江苏盐城，2019.1.5-6.（大会特邀报告） [62] 钱凯瑞，张文明，刘钊. 高墩大跨连续刚构桥最悬臂阶段风效应. 第二届江苏省工程师学会风工程学术会议，江苏盐城，2019.1.5-6.（研究生优秀论文） [63] 钱凯瑞，张文明. 基于能量的三塔悬索桥静风失稳形态分析. 第十六届全国土木工程研究生学术论坛，江西南昌，2018.11.16-18.（研究生优秀报告） [64] 王志伟，张文明，刘钊. 考虑边界未知约束刚度的频率法索力测试研究. 第十六届全国土木工程研究生学术论坛，江西南昌，2018.11.16-18. [65] 张文明. 悬索桥非线性气动力及非线性振动研究. 第二届土木工程海外华人青年学者学术交流与联谊会，江苏南京，2018.7.7-10. [66] 李涛，张文明. 基于深度学习的桥梁非线性气弹效应分析. 第二届土木工程海外华人青年学者学术交流与联谊会，江苏南京，2018.7.7-10. [67] 张皓清，张文明，刘钊. 大跨悬索桥非线性气动自激力及其振动效应研究进展. 第一届江苏省工程师学会风工程学术会议，江苏南京，2018.1.5-6.（研究生优秀论文） [68] 张文明，刘钊. 大跨连续刚构桥船撞设防标准研究. 第四届“强动载作用下工程材料与结构的损伤破坏”国际学术研讨会，江苏南京，2017.12.22-24. [69] 张文明，葛耀君. 风-桥非线性自激系统内共振现象. 第十八届全国结构风工程学术会议暨第四届全国风工程研究生论坛论文集，湖南长沙，2017.8.16-22. [70] 张文明，葛耀君. 三塔悬索桥风致非线性颤振现象及其机理初探. 中国力学大会-2017 暨庆祝中国力学学会成立 60 周年大会论文集，北京，2017.8.14-16. [71] 张文明，葛耀君. 多塔悬索桥邻跨风振干扰效应研究. 第十七届全国结构风工程学术会议暨第三届全国风工程研究生论坛论文集，湖北武汉，2015.8.14-19. [72] 张文明. 大跨度悬索桥风致灾变全过程模拟. 2015长三角地区结构工程青年学者学术沙龙，江苏南京，2015.5.29-30. [73] 周满，张文明，张建东，刘钊. 钢桁桥高强螺栓断裂失效原因及对策初探. 2014钢结构桥梁论坛，江苏靖江，2014.7.17-20. [74] 仲济涛，朱福春，王凯，张文明. 温度和湿度耦合作用下混凝土早期裂缝开展的试验研究. 2014年全国桥梁学术会议论文集，广东珠海，2014.11.19-22. [75] 张文明，葛耀君. 三塔悬索桥颤振形态演化机理探索新进展. 第十六届全国结构风工程学术会议暨第二届全国风工程研究生论坛论文集，四川成都，2013.7.29-8.3. [76] 张文明，葛耀君. 多主跨悬索桥颤振形态演化现象及其机理推断. 第八届全国随机振动理论与应用学术会议暨第一届全国随机动力学学术会议论文集，四川成都，2012.11.8-9. [77] 张文明，葛耀君. 大跨桥梁非线性静风稳定优化迭代计算方法. 第十四届全国结构风工程学术会议论文集，北京，2009年8月.
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