截至2021年3月，课题组共发表论文270余篇，其中SCI检索论文64篇，EI检索论文35篇。部分代表性论文如下：

Ø  代表性SCI检索论文：

[1]     Fu Zhongqiu, Wang Yixun, Ji Bohai, et al. Effects of multiaxial fatigue on typical details of orthotropic steel bridge deck[J]. Thin-Walled Structures,2019,135:137 – 146.

[2]     YuanZhou Zhiyuan, Ji Bohai, Fu Zhongqiu, et al. Fatigue crack retrofitting by closing crack surface[J]. International Journal of Fatigue, 2019, 119: 229 – 237.

[3]     Wang Qiudong, Ji Bohai, Chen Xin, et al. Dynamic response analysis-based fatigue evaluation of rib-to-deck welds considering welding residual stress[J]. International Journal of Fatigue, 2019, 129: 105249.

[4]     Wang Qiudong, Ji Bohai, Fu Zhongqiu, et al. Experimental study on the determination of welding residual stress in rib-deck weld by sharp indentation testing[J]. Thin-walled Structures, 2021, 161: 107516.

[5]     Fu Zhongqiu, Ji Bohai, Wu Dongyang, et al. Behaviour of lightweight aggregate concrete-filled steel tube under horizontal cyclic load[J]. Steel and Composite Structures, 2020.

[6]     Fu Zhongqiu, Wang Yixun, Ji Bohai, et al. Assessment approach for multiaxial fatigue damage of deck and U-rib weld in steel bridge decks[J]. Construction and Building Materials, 2018,189:276 – 285.

[7]     Wang Qiudong, Ji Bohai, Fu Zhongqiu, et al. Evaluation of crack propagation and fatigue strength of rib-to-deck welds based on effective notch stress method[J]. Construction and Building Materials, 2019, 201: 51 – 61.

[8]     Fu Zhongqiu, Ji Bohai, Wang Yixun, et al. Fatigue performance of rib-roof weld in steel bridge decks with corner braces[J]. Steel and Composite Structures, 2018, 26(1): 103-111.

[9]     Fu Zhongqiu, Ji Bohai, Zhang Chengyi, et al. Fatigue performance of roof and U-rib weld of orthotropic steel bridge deck with different penetration rates[J]. Journal of Bridge Engineering, 2017, 22(6): 04017016.

[10] Fu Zhongqiu, Ji Bohai, Kong Xiangming, et al. Effects of hammer peening on fatigue performances of roof and U-Rib welds in orthotropic steel bridge decks[J]. Journal of Materials in Civil Engineering, 2018, 30(11): 04018306.

[11] YuanZhou Zhiyuan, Ji Bohai, Wang Qiudong, et al. Investigation on crack behaviors by closing its surface using impact treatment[J]. Journal of Constructional Steel Research, 2019, 156: 1-8.

[12] YuanZhou Zhiyuan, Ji Bohai, Fu Zhongqiu, et al. Retarding effects on crack propagation by closing crack surface using ICR treatment[J]. Journal of Constructional Steel Research, 2018, 147, 11-17.

[13] YuanZhou Zhiyuan, Ji Bohai, Fu Zhongqiu, et al. Local stress variation in welded joints by ICR treatment[J]. Journal of Constructional Steel Research, 2016, 120: 45-51.

[14] Fu Zhongqiu, Ji Bohaii, Kong Xiangming, et al. Grinding treatment effect on rib-to-roof weld fatigue performance of steel bridge decks[J]. Journal of Constructional Steel Research, 2017, 129: 163-170.

[15] Wang Qiudong, Ji Bohai, Gao Tian, et al. Effective notch stress-based fatigue evaluation of rib-deck welds integrating the full range S-N curve concept[J]. Journal of Constructional Steel Research, 2021, 179: 106541.

[16] Wang Qiudong, Ji Bohai, Li Chuanxi, et al. Fatigue evaluation of rib-deck welds: Crack-propagation-life predictive model and parametric analysis[J]. Journal of Constructional Steel Research, 2020, 173: 106248.

[17] Yao Yue, Ji Bohai, Fu Zhongqiu, et al. Optimization of stop-hole parameters for cracks at diaphragm-to-rib weld in steel bridges[J]. Journal of Constructional Steel Research, 2019, 162: 105747.

[18] Fu Zhongqiu, Wang Qiudong, Ji Bohai, et al. Rewelding repair effects on fatigue cracks in steel bridge deck welds[J]. Journal of Performance of Constructed Facilities, 2017, 31(6): 04017094.

[19] Wang Qiudong, Ji Bohai, Fu Zhongqiu, et al. Parametric equations for notch stress concentration factors of rib-deck welds under bending loading[J]. Frontiers of Structural and Civil Engineering, 2020, 录用.

[20] Fu Zhongqiu, Ji Bohai, Wang Qiudong, et al.  Cable force calculation using vibration frequency methods based on cable geometric parameters[J]. Journal of Performance of Constructed Facilities, 2017, 31(4): 04017021.

Ø  代表性EI检索论文：

[1]     吉伯海,傅中秋. 近年国内桥梁倒塌事故原因分析[J]. 土木工程学报, 2010, 43(S1): 495-498.

[2]     袁周致远, 吉伯海, 杨沐野, 等. 正交异性钢桥面板顶板竖向加劲肋焊接接头疲劳性能试验研究[J]. 土木工程学报, 2016, 2(15): 69-76. （入选2019年F5000中国精品科技期刊顶尖学术论文）

[3]     吉伯海, 袁周致远, 傅中秋, 等. 钢箱梁疲劳裂纹特征超声波检测方法试验研究[J]. 中南大学学报(自然科学版), 2016, 47(6): 2023-2029.

[4]     吉伯海, 程苗, 傅中秋, 等. 基于振动频率法的斜拉桥索力测试影响因素[J]. 中南大学学报(自然科学版), 2015, 46(7): 2620-2625.

[5]     吕磊, 吉伯海, 马麟, 等. 基于实测车流的大跨度悬索桥振动响应研究[J]. 土木工程学报, 2011, 44(S1): 102-108.

[6]     吉伯海, 傅中秋, 瞿涛, 等. 钢管轻集料混凝土抗剪承载力试验研究[J]. 土木工程学报, 2011, 44(12): 25-33.

[7]     吉伯海, 傅中秋, 徐汉江, 等. 钢管轻集料混凝土组合梁受弯性能的试验研究[J]. 中南大学学报(自然科学版), 2012, 44(1): 324-331.

[8]     吉伯海, 胡正清, 陈甲树,等. 圆钢管轻集料混凝土构件抗弯性能的试验研究[J]. 土木工程学报, 2007, 40(8): 35-40.

[9]     吉伯海, 周文杰, 王晓亮. 钢管轻集料混凝土中长柱轴压性能的试验研究[J]. 建筑结构学报, 2007, 28(5): 118-123.

[10]  傅中秋, 吉伯海, 胡正清, 等. 钢管轻集料混凝土长柱轴心受压性能的试验研究[J]. 东南大学学报(自然科学版), 2009, 39(3): 546-551.

Ø  其他代表性论文：

[1]     吉伯海. 我国缆索支承桥梁钢箱梁疲劳损伤研究现状[J]. 河海大学学报(自然科学版), 2014, 42 (5): 410-415.

[2]     吉伯海, 袁周致远. 钢箱梁疲劳开裂维护研究现状[J]. 工业建筑, 47 (5): 1-6.

[3]     吉伯海, 傅中秋, 王秋东, 等. 我国大跨径桥梁钢箱梁的养护技术发展及展望[J]. 工业建筑, 48 (10): 1-9.

[4]     吉伯海, 王益逊, 孙谷雨, 等. 构造参数对顶板与U肋连接焊缝应力的影响[J]. 河海大学学报(自然科学版), 2018, 46(6): 506-512.

[5]     袁周致远, 吉伯海, 傅中秋,等. 钢结构疲劳裂纹合理止裂孔形状研究[J]. 南京理工大学学报, 2017, 41(216): 16-21.

[6]     王秋东, 吉伯海, 袁周致远, 等. 正交异性钢桥面板疲劳裂纹锤击闭合修复试验[J]. 江苏大学学报(自然科学版), 2018, 39(1): 96-101.

[7]     姚悦, 傅中秋, 王益逊, 等. 弯曲荷载作用下平板贯穿裂纹钻孔止裂试验研究[J]. 建筑钢结构进展, 2019, 21(4): 54-60.

[8]     吉伯海, 徐捷, 姚悦, 等. 考虑荷载影响面的钢桥面板顶板-U肋焊缝疲劳损伤分析[J]. 重庆交通大学学报(自然科学版), 2019, 38(11): 27-33.

[9]     谢曙辉, 吉伯海, 姚悦, 等. 钢桥面板顶板角焊缝疲劳裂纹钻孔孔位分析[J]. 广西大学学报(自然科学版), 2017, 42(1): 290-298.

[10]  孙童, 吉伯海, 袁周致远, 等. 气动冲击作用下钢桥疲劳裂纹闭合深度影响因素研究[J]. 武汉理工大学学报(交通科学与工程版), 2020, 44(2): 337-341