[1] 2011.10-2015.3 北海道大学（日本） 研究生

[2] 2010.9-2011.10 中南大学 博士一年级

[3] 2007.9-2010.1 华东交通大学 研究生

[4] 2002.9-2006.7 华东交通大学 本科

[1] 2020.4-2021.9 重庆大学访问学者 重庆大学

[2] 2019.10-2016.10 浙江大学博士后 浙江大学

[3] 200607-200708 上饶市城乡规划建筑设计院 上饶市城乡规划建筑设计院

[4] 201304-201503 日本欧洲联合研究工程抗震课题 日本欧洲联合研究工程抗震课题

考虑锈蚀和钢板局部屈曲耦合影响的钢桥墩超低周疲劳损伤机制及预测方法

强震下基于修正连续损伤力学模型的钢桥墩超低周疲劳损伤预测方法研究

地震作用下钢桥墩的超低周疲劳损伤精细化预测方法研究

大地震下弯桥碰撞反应分析及缓冲装置研究

多个钢制挡块限位器碰撞力和弹塑性缆索限位器拉力的耦合作用对弯桥抗震性能影响机理的研究

发表的文章：

[1]     Qin Tian, Xu Xie*, Shuailing Li. A model for ultra low cycle fatigue damage prediction of structural steel [J]. Journal of Constructional Steel Research, 2021, 187: 106956. (SCI)

[2]     Qin Tian*, Kai Yao, Shixin Cao. Research on Quantification of Structural Natural Frequency Uncertainty and Finite Element Model Updating Based on Gaussian Processes [J]. Buildings, 2024, 14: 1857. (SCI)

[3]     Qin Tian, Hanqing Zhuge, Xu Xie*. Prediction of the ultra-low-cycle fatigue damage of Q345qc steel and its weld joint [J]. Materials, 2019, 12(23): 4014. (SCI)

[4]     Qin Tian, Yanhua Liao, Xu Xie*, Hanqing Zhuge. Study on the prediction method of the ultra-low-cycle fatigue damage of steel [J]. Applied Sciences-Basel, 2020, 10(2): 679. (SCI)

[5]     Qin Tian*, Toshiro Hayashikawa, Weixin Ren. Effectiveness of shock absorber device for damage mitigation of curved viaduct with steel bearing supports [J]. Engineering Structures, 2016, 109: 61-74. (SCI)

[6]     Qin Tian, Toshiro Hayashikawa, Guquan Song*, Chun Zhang. Study on the effect of cable restrainers stiffness on the seismic performance of curved viaducts combined use of steel stoppers [J]. Journal of Earthquake and Tsunami, 2019, 13(2): 1950006. (SCI)

[7]     Qin Tian, Toshiro Hayashikawa, Jingang Xiong*, Bin Lei. Seismic performance of curved viaducts with shock absorber devices of different stiffness in great earthquakes [J]. Journal of Earthquake and Tsunami, 2018, 12(5): 1850013. (SCI)

[8]     Qin Tian*, Toshiro Hayashikawa, Weixin Ren, Xingwen He. Effectiveness of stoppers and shock absorber devices in mitigating earthquake damage to curved viaducts with steel bearing supports [J]. Journal of Earthquake and Tsunami, 2015, 9(4): 1550011. (SCI)

[9]     Qin Tian*, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He. Effect of shock absorber devices on seismic response of curved viaduct equipped with viscous dampers under great earthquakes [J]. Journal of Structural Engineering, JSCE, 2015, 61A: 322-334. (JSCE)

[10] Caixia Kang, Qin Tian*, Lianggen Zhong. The effect of viscous dampers on the seismic performance of curved viaducts with the combined use of steel stoppers [J]. Applied Sciences-Basel, 2022, 12(2): 8207. (SCI)

[11] Shuailing Li, Xu Xie*, Qin Tian, Zhicheng Zhang, Cheng Cheng. A proposal on ultra-low cycle fatigue damage evaluation of structural steels [J]. Theoretical and Applied Fracture Mechanics, 2021, 114: 102973. (SCI)

[12] Shuailing Li, Xu Xie*, Qin Tian, Cheng Cheng, Zhicheng Zhang. Improved ultra-low cycle fatigue fracture models for structural steels considering the dependence of cyclic damage degradation parameters on stress triaxiality [J]. International Journal of Steel Structures, 2021, 21: 329-348. (SCI)

[13] Shuailing Li, Xu Xie*, Cheng Cheng, Qin Tian. A modified Coffin-Manson model for ultra-low cycle fatigue fracture of structural steels considering the effect of stress triaxiality [J]. Engineering Fracture Mechanics, 2020, 237: 107223. (SCI)

[14] Qin Tian*, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He, Di Bai. Seismic response analysis of curved grillage viaduct with steel bearing supports and height piers [100]. Proceedings of the thirteenth East Asia-Pacific Conference on Structural Engineering and Construction, Sapporo, Japan, 2013: 1-8. (EI)

[15] 黄发明, 刘科技, 曾子强, 田钦*, 蒋水华, 杨阳, 周创兵. 环境因子筛选及组合方法对滑坡易发性预测的影响规律[J]. 应用基础与工程科学学报, 2024, 32(1): 49-71. (EI)

[16] Haigen Cheng*, Qin Tian, Jingmiao Shang, Dinkun Lu. Experimental research on the flexural capacity of reinforced concrete beams reinforced with BFRP [J]. Open Construction and Building Technology Journal, 2015, 9: 277-286. (EI)

[17] Qin Tian*, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He, Di Bai. Seismic performance of curved grillage bridge with different cable restrainers and steel bearing supports [100]. Proceedings of Constructional Steel, Tokyo, Japan, 2013: 76-83.

[18] Qin Tian*, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He. Study on seismic response of curved viaduct with different viscous dampers and steel bearings [100]. Proceedings of Constructional Steel, Tokyo, Japan, 2014: 167-174.

[19] Qin Tian*, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He. Effect of slack length on seismic response of curved viaduct equipped with cable restrainers under great earthquakes [100]. Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, Sapporo, Japan, 2014.

[20] Qin Tian*, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He, Di Bai. Dynamic response analysis of curved viaduct equipped with steel bearing supports under great earthquake ground motion [100]. Proceedings of Hokkaido Chapter of the Japan Society of Civil Engineers, Hakodate, Japan, 2013.

[21] 田钦，刘康，康彩霞*. 双向加载下不同因素对H型钢构件板壳节段损伤域长度的影响[J]. 南昌大学学报(工科版), 2024, 46(1): 37-44.

[22] 田钦, 霍振坤, 刘康, 康彩霞*.钢挡块内置橡胶缓冲装置的厚度对曲线梁桥抗震性能影响[J]. 南昌大学学报(工科版), 2023, 45(2): 154-161, 204.

[23] 田钦, 彭雷雷, 丁利, 陈宝魁*. 钢结构弹塑性动力响应下多尺度模型板壳节段长度影响因素分析[J]. 南昌大学学报(工科版), 2020, 42(1): 28-32, 50.

[24] 田钦, 童治豪, 丁利, 黄发明*. 垂直于弱轴动载作用下H型钢构件损伤域的影响因素[J]. 南昌大学学报(工科版), 2021, 43(4): 314-320.

[25] 田钦, 胡振秋, 霍振坤, 黄发明*. 地震作用下三层钢框架结构的弹塑性响应分析[J]. 南昌大学学报(工科版), 2022, 44(2): 155-159.

[26] 陈宝魁, 王博为, 田钦*, 胡思聪. 基于实测记录分析场地因素对海底地震动特性影响[J]. 地震工程学报, 2021, 43(5): 1183-1189.

[27] 熊进刚, 丁利, 田钦*. 混凝土损伤塑性模型参数计算方法及试验验证[J]. 南昌大学学报(工科版), 2019, 41(1): 21-26.

[28] 田钦,张彪,郭建飞,刘华赞,常志璐,李怡静,黄发明*. 基于信息量和逻辑回归耦合模型的滑坡易发性评价[J]. 科学技术与工程, 2020, 21: 8460-8468.

[29]苏晨旭,田钦,刘本朝,杨光照,黄宽,黄发明*. 江西省龙南县滑坡易发性评价.科学技术与工程. 2019(17): 91-99.

授权的发明专利：

[1]     田钦, 伍群涛, 糜宇, 樊霖涛. 一种适用于桥墩的防撞装置及其施工方法[P]. 中国: ZL202010283723.2, 2024.3.29.

[2]     田钦, 肖安明, 岳慧, 谢英许, 彭雷雷. 一种便携带伸缩式抗压抗弯支架及安装方法[P]. 中国: ZL201910916444.2, 2024.3.29.

[3]     田钦, 张兰林, 岳慧, 谢英许, 彭雷雷, 邱瑞锋. 一种适用于桥梁的可活动型弹性防撞护栏及其安装方法[P]. 中国: ZL201910687860.X, 2024.3.29.

[4]     田钦, 杭成皓, 万子欣, 邹云朋, 钟亮根. 一种桁架工字钢组合型盖梁抱箍施工支架及其设置方法[P]. 中国: ZL201811634490.5, 2024.5.3.

[5]     田钦, 杭成皓, 邹云朋, 刘鑫祺, 钟亮根, 陈为民, 黄发明. 适用于钢筋混凝土梁承载力的现场检测装置及其设置方法[P]. 中国: ZL201811451361.2, 2024.3.29.

[6]     田钦, 刘鑫祺, 张翎璇, 林莹, 伍洲鹏, 李联杰, 黄发明. 一种适用于钢塔斜拉桥的减震形状记忆合金锚栓及其设置方法[P]. 中国: ZL201810896702.0, 2023.7.28.

[7]     田钦, 李联杰, 刘鑫祺, 林莹, 张翎璇. 一种具有自恢复限位降低预应力损失组合结构的混凝土连续箱梁桥[P]. 中国: ZL201811273041.2, 2023.6.27.

[8]     田钦, 张安, 杭成皓, 杜曜先, 钟亮根. 一种自复位高速防撞护栏[P]. 中国:ZL201910145964.8, 2023.10.3.

[9]     田钦, 糜宇, 童治豪, 廖金莲. 一种防台风的杆链式弹性稳固装置及其施工方法[P]. 中国: ZL202010127740.7, 2024.6.4.

[10] 田钦等. 一种顺桥向低屈服点钢制耗能型桥梁抗震挡块结构及布置方法[P]. 中国: ZL201611016513.7, 2019.2.1.

[11]袁瑞杰, 田钦, 王宇, 水悦瑶. 一种自复位弹簧限位缓冲抗震挡块防落梁结构[P]. 中国: ZL201711275327.X, 2024.3.29.