[1]Zhi-Yu Wang (王志宇), Fang Yuan, Yang Chen, Qing-Yuan Wang, Tao Chen, Xiafang Zhou, Zifeng Liu (2019). “Fatigue resistance of post-buckled slender trapezoidal corrugated webs in girders with stiff flanges,Engineering Structures, 198: 109478 (ESI/SCI国际期刊检索, IF: 2.75)
[2]王志宇,史亚龙,李晓磊,吴耀勇,罗思彬(2019).钢-玻璃组合梁平面内受力性能及计算方法研究.建筑结构学报, 40(4): 64-73(EI期刊检索)
[3]ZY Wang(王志宇),TZhang,YChen, F Yuan, XF Zhou, ZF liu(2019).“Fatigue behaviour of slender corrugated webs subjected to plate breathing”,International Journal ofFatigue, 122:46-60 (ESI/SCI国际期刊检索, IF: 3.13)
[4]Zhi-Yu Wang (王志宇), Yalong Shi, Yaoyong Wu, Qing-Yuan Wang, Sibin Luo (2018). “Shear behaviour of structural silicone adhesively bonded steel-glass orthogonal lap joints”,Journal of Adhesion Science and Technology, 32(24): 2693-2708 (ESI/SCI国际期刊检索, IF: 1.26)
[5]Zhi-Yu Wang (王志宇), Tao Zhang , Xiaolei Li, Qing-Yuan Wang, Wanqiu Huang, Mengqin Shen, (2018). “Characterization of the effect of CFRP reinforcement on the fatigue strength of aluminium alloy plates with fastener holes”,Engineering Structures, 177: 739-752 (ESI/SCI国际期刊检索, IF: 2.75)
[6]Zhi-Yu Wang (王志宇), Xiaolei Li, Weiming Gai, Ruijuan Jiang, Qing-Yuan Wang, Qiuhong Zhao, Jucan Dong, Tao Zhang (2018). “Shear response of trapezoidal profiled webs in girders with concrete-filled RHS flanges”,Engineering Structures, 174: 212-228 (ESI/SCI国际期刊检索, IF: 2.75)
[7]张涛,王志宇,李晓磊(2018). T形接头钢板焊接残余应力试验研究.建筑结构学报, 39(S2): 128-134 (EI期刊检索)
[8]Xiang You, Zhiyu Wang(王志宇), Qingyuan Wang, Mengqin Cao, Mengqin Shen, Wanqiu Huang (2017). “ Effect of shot blasting on fatigue strength of Q345B steel plate with a central hole”,Metals, 7, 517: 1-13 (ESI/SCI国际期刊检索, IF: 1.984)
[9]Zhi-Yu Wang (王志宇), Yalong Shi, Qing-Yuan Wang, Yaoyong Wu, Mingde He (2017). “In-plane shear compression behaviour of steel-glass composite beams with laminated glass webs”,Engineering Structures, 150: 892-904 (ESI/SCI国际期刊检索, IF: 2.75)
[10]Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Lihui Li, Ning Zhang (2017). “Fatigue behaviour of CFRP strengthened open-hole steel plates”,Thin-Walled Structures, 115: 176-187 (ESI/SCI国际期刊检索, IF: 2.063)
[11]Zhi-Yu Wang (王志宇), Xinsong Yang, Qing-Yuan Wang (2017). “Development of mathematical model for cyclic behaviour of blind bolted HSS column components”,Archives of Civil and Mechanical Engineering, 17: 943-953 (ESI/SCI国际期刊检索, IF: 1.808)
[12]Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Mengqin Cao (2017). “Experimental study on fatigue behaviour of shot-peened open-hole steel plates”,Materials,10, 996: 1-13 (ESI/SCI国际期刊检索, IF: 1.58)
[13]Zhi-Yu Wang (王志宇), Ning Zhang, Qing-Yuan Wang (2016). “Tensile behaviour of open-hole and bolted steel plates reinforced by CFRP strips”,Composites: Part B-Engineering, 100: 101-113 (ESI/SCI国际期刊检索, IF: 2.602)
[14]王志宇,王清远,薛辉,刘晓凯(2016).螺栓端板连接方钢管柱低周疲劳性能及损伤模型研究.建筑结构学报, 37(6): 151-159 (EI期刊检索)
[15]王志宇,王清远,刘晓凯,薛辉(2016).基于屈服线理论的螺栓端板连接方钢管柱承载力计算模型研究.建筑结构学报, 37(6): 160-173 (EI期刊检索)
[16]Zhi-Yu Wang (王志宇), Qing-Yuan Wang(2016).“Yield and ultimate strengths determination of a blind bolted endplate connection to square hollow section column”,Engineering Structures, 111: 345-369 (ESI/SCI国际期刊检索, IF: 2.75)
[17]Zhi-Yu Wang (王志宇),LihuiLi, Yong-Jie Liu, Qing-Yuan Wang(2016).“Fatigue property of open-hole steel plates influenced by bolted clamp-up and hole fabrication methods”,Materials,9, 698:1-10(ESI/SCI国际期刊检索, IF: 1.58)
[18]Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Hui Xue, Xiaokai Liu(2016).“Low cycle fatigue response of bolted T-stub connections to HSS columns-experimental study”,Journal of Constructional Steel Research, 119: 216-232(ESI/SCI国际期刊检索, IF: 2.03)
[19]王志宇,王清远(2015).波形钢板焊接连接件的疲劳试验研究及寿命评价.建筑结构学报, 36(9): 133-142 (EI期刊检索)
[20]ZY Wang(王志宇), QY Wang, RJ Jiang(2015).“Finite element based fatigue assessment of corrugatedsteelweb beams in highway bridges”,International Journal of Civil Engineering, 13(4): 419-431(ESI/SCI国际期刊检索, IF: 0.49)
[21]Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Yong-Jie Liu(2015).“Evaluation of fatigue strength improvement by CFRP laminates and shot peening onto the tension flanges joining corrugated steel webs”,Materials, 8: 5348−5362(ESI/SCI国际期刊检索, IF: 1.58)
[22]Zhi-Yu Wang (王志宇), Qing-Yuan Wang, Yong-Jie Liu(2015).“Fatigue behaviour of welded joints assembled by longitudinal corrugated plates”,Journal of Central South University, 22(7): 2752−2760(SCI期刊检索, IF: 0.49)
[23]Zhi-Yu Wang (王志宇), Qing-Yuan Wang (2015). “Fatigue strength of CFRP strengthened welded joints with corrugated steel plates”,Composites: Part B-Engineering, 72: 30-39 (ESI/SCI国际期刊检索, IF: 2.61)
[24]Zhiyu Wang (王志宇), Qingyuan Wang (2014). “Fatigue assessment of welds joining corrugated steel webs to flange plates”,Engineering Structures, 73: 1-12 (ESI/SCI国际期刊检索,首页论文, IF: 2.75)
[25]Zhiyu Wang (王志宇), Lianfei Tan, Qingyuan Wang (2013). “Fatigue strength evaluation of welded structural details in corrugated steel web girders”,International Journal of Steel Structures, 13: 707-721 (ESI/SCI国际期刊检索, IF: 0.58)
[26]Walid Tizani, Zhi Yu Wang (王志宇), Iman Hajirasouliha (2013). “Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigation”,Engineering Structures, 46: 535-546 (ESI/SCI国际期刊检索, IF: 2.75)
[27]Wang ZY (王志宇), Tizani W, Wang QY (2010). “Strength and initial stiffness of a blind-bolt connection based on the T-stub model”,Engineering Structures, 32(9): 2505-2517 (ESI/SCI国际期刊检索,年度热点论文, IF: 2.29)