博士生导师 硕士生导师
学历:博士研究生毕业
学位:工学博士学位
办公地点:Civil Building 1527
毕业院校:Southwest Jiaotong University
所在单位:土木工程学院
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[1] Liu X, Qiang B, Wu H, Qiu H, Yao C, Li Y. Distribution and relaxation of welding residual stress in U-rib-to-deck joints considering actual material properties[J]. Thin-Walled Structures. 2022, 180:109747.
[2] Liao X, Li Y, Qiang B, Wu J, Yao C, Wei X. An improved crack growth model of corrosion fatigue for steel in artificial seawater. International Journal of Fatigue[J]. 2022, 160:106882.
[3] Wang C, Yao C, Zhao S, Zhao S, Li Y. A Comparative Study of a Fully-Connected Artificial Neural Network and a Convolutional Neural Network in Predicting Bridge Maintenance Costs[J]. Applied Sciences. 2022, 12(7):3595.
[4] Qiang B, Liu X, Li Y, Kang G. Mechanical properties of bridge-steel weldments at elevated temperatures. Journal of Constructional Steel Research[J]. 2022, 191:107173.
[5] Wu J, Qiang B, Liao X, Kang L, Yao C, Li Y. Experimental investigation and numerical simulation of welding residual stress in orthotropic steel deck with diaphragm considering solid-state phase transformation[J]. Engineering Structures. 2022, 250:113415.
[6] Liao X, Qiang B, Wu J, Yao C, Wei X, Li Y. An improved life prediction model of corrosion fatigue for T-welded joint[J]. International Journal of Fatigue. 2021, 152:106438.
[7] Qiang B, Liu X, Liu Y, Yao C, Li Y. Experimental study and parameter determination of cyclic constitutive model for bridge steels[J]. Journal of Constructional Steel Research. 2021, 183:106738.
[8] Li Y, Wu J, Qiang B, Zhou S, Liu W, Yao C. Measurements of residual stresses in a welded orthotropic steel deck by the hole-drilling method considering stress biaxiality[J]. Engineering Structures. 2021, 230:111690.
[9] Liao X, Huang Y, Qiang B, Yao C, Wei X, Li Y. Corrosion fatigue tests in synthetic seawater with constant temperature liquid circulating system[J]. International Journal of Fatigue. 2020, 135:105542.
[10] Xiang Q, Wei K, Qiu F, Yao C, Li Y. Experimental study of local scour around caissons under unidirectional and tidal currents[J]. Water. 2020, 12(3):640.
[11] Gu Y, Li Y, Zhou Z, et al. Numerical simulation and measurement of welding residual stresses in orthotropic steel decks stiffened with u-shaped ribs[J]. International Journal of Steel Structures, 2020, 20(3): 856-869.
[12] Wang Y, Liu X, Yao C, Yadong Li. Debris-flow impact on piers with different cross-sectional shapes[J]. Journal of Hydraulic Engineering, 2020, 146(1): 04019045.
[13] Ying Gu, Yadong Li, Y. Yong, F.L, Xu, L.F. Su. Determination of parameters of double-ellipsoidal heat source model based on optimization method[J]. Welding in the World, 2019, 63: 365-376.
[14] Youbiao Wang,Xiaofeng Liu, Changrong Yao, Yadong Li. Debris-Flow Impact on Piers with Different Cross-Sectional Shapes[J]. Journal of Hydraulic Engineering, 2019, 146(1): 04019045.
[15] Zhiyu Jie, Yadong Li, Xing Wei, Ping Zhuge. Fatigue life assessment of inclined welded joints in steel bridges subjected to combined normal and shear stresses[J]. Advanced Steel Construction, 2018,14(4):620-633.
[16] Zhiyu Jie, Yadong Li, Xing Wei, Ping Zhuge. Fatigue life prediction of welded joints with artificial corrosion pits based on continuum damage mechanics[J]. Journal of Constructional Steel Research, 2018,148:542-550.
[17] Bin Qiang, Yadong Li, Changrong Yao, Xin Wang. Through-thickness welding residual stress and its effect on stress intensity factors for semi-elliptical surface cracks in a butt-welded steel plate[J]. Engineering Fracture Mechanics, 2018, 193:17-31.
[18] Bin Qiang, Yadong Li, Changrong Yao, Xin Wang, Ying Gu. Through-thickness distribution of residual stresses in Q345qD butt-welded steel plates[J]. Journal of Materials Processing Technology, 2018. 251, 54-64.
[19] Bin Qiang, Yadong Li, Changrong Yao, Xin Wang. Effect of shot peening coverage on residual stress field and surface roughness[J]. Surface Engineering, 2018, 34(12), 938-945.
[20] Youbiao Wang,Xiaofeng Liu, Changrong Yao,Yadong Li,Saizhi Liu,Xun Zhang. Finite-Volume Release of Debris Flows around Round and Square Piers: An Experimental Study[J]. Journal of Hydraulic Engineering, 2018,144(12):1-7
[21] Ying Gu, Yadong Li, Bin Qiang, Dossa Didier Boko-haya. Welding distortion prediction based on local displacement in the weld plastic zone[J]. Welding in the World, 2017, 61: 333-340.
[22] Zhiyu Jie, Yadong Li, Xing Wei. A study of fatigue crack growth from artificial corrosion pits at welded joints under complex stress fields[J]. Fatigue & Fracture of Engineering Materials & Structures, 2017, 40(9):1364-1377.
[23] Bin Qiang, Yadong Li, Ying Gu, Dossa Didier Boko-haya. Uncertainty evaluation of strain release coefficients for blind-hole method based on Monte Carlo simulation[J]. Materials Testing, 2017, 59(7-8): 630-634.
[24] Dossa D. Boko-haya, Yadong Li, Changrong Yao, Bin Qiang. Investigation on Bridges Connection to Network Carrefour in Existing Roads in Africa Big Cities: The Case of Cotonou in Benin Republic[J]. International Journal of Engineering Research and Applications, 2016, 6:53-61.
[25] Dossa D. Boko-haya, Yadong Li, Changrong Yao, Ying Gu, Bin Qiang, Qiqi Xiang. Development of Conceptual Model for Overcoming the Challenges of Road and Bridge Infrastructure Development: Towards Innovative Solutions in Benin Republic[J]. International Journal of Engineering Research in Africa, 2016, 26:161-175.
[26] Xiaozhen Li, Dewang Yang, Guiyuan Chen, Yadong Li, Xun Zhang. Review of recent progress in studies on noise emanating from rail transit bridges[J]. Journal of Modern Transportation, 2016, 24(4): 237-250.
[27] Xun Zhang, Xiaozhen Li, Jianqiang Zhang, Lizong Song, Yadong Li. A hybrid model for the prediction of low–frequency noise emanating from a concrete box-girder railway bridge[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2016, 230(4): 1242-1256.
[28] Xun Zhang, Xiaozhen Li, Hong Hao, Dangxiong Wang, Yadong Li. A case study of interior low-frequency noise from box-shaped bridge girders induced by running trains: its mechanism, prediction and countermeasures[J]. Journal of Sound and Vibration, 2016, 367: 129-144.
[29] Xun Zhang, Xiaozhen Li, Lizong Song, Bin Su, Yadong Li. Vibrational and acoustical performance of concrete box-section bridges subjected to train wheel-rail excitation: Field test and numerical analysis[J]. Noise Control Engineering Journal, 2016, 64(2): 217-229.
[30] Xiaozhen Li, Xun Zhang, Zhjun Zhang, Quanmin Liu, Yadong Li. Experimental research on noise emanating from concrete box-girder bridges on intercity railway lines[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2015, 229(2): 125-135.
[31] Zhiyu Jie, Xing Wei, Yadong Li. Analysis of bursting crack of bottom slab and reinforcement for a large continuous girder bridge: 3rd International Conference on Civil Engineering and Building Materials, Hong Kong, China, 2014.]
[32] Xun Zhang, Xiaozhen Li, Quanmin Liu, Jinfeng Wu, Yadong Li. Theoretical and experimental investigation on bridge-borne noise under moving high-speed train[J]. Science China Technological Sciences, 2013, 56(4): 917-924.
[33] Dossa D. Boko-haya, Yadong Li, Koffi Togbenou, Saizhi Liu, Changrong Yao, Bin Qiang. Study on Strategic Planning of Road and Bridge Infrastructure Development in City Planning: Taking Porto-novo City of Benin Republic as Example[C]. MATEC Web of Conferences 153(1):09002
[34] Changrong Yao, Yadong Li. A damage identification method using wavelet package and fractal for cable-stayed bridge[C]. 2011 International Conference on Electric Technology and Civil Engineering, Lushan, China, 2011: 1891-1894.
[35] Changrong Yao, Yadong Li. Damage identification for structures using a combined wavelet packet and fractal method[C]. 2010 International Symposium on Reliability Engineering and Risk Management, Shanghai, China, 2010.
[36] 宋娟,姚昌荣,柳青,强斌,顾颖,李亚东.U肋加劲钢桥面板焊接残余应力分布及参数分析[J].四川建筑,2022,42(04):197-201.
[37] 刘占辉,卢治谋,张锐,姚昌荣,李亚东.桥梁撞击问题2020年度研究进展[J].土木与环境工程学报(中英文),2021,43(S1):242-251.
[38] 刘禹尧,梁德襄,柳青,李亚东.钢桥箱型杆件腹板单元火焰矫正横向弯曲变形分析[J/OL].热加工工艺,2022(19):97-102+96[2022-09-12
[39] 韩俊辉,姚昌荣,余劲松,匡睿,强斌,李亚东.基于SPH-FEM耦合方法的泥石流冲击柱形结构物动力响应分析[J].四川建筑,2020,40(06):146-149+152.
[40] 王崇交,李亚东.基于可靠度的桥梁全寿命设计方法[J].铁道建筑,2020,60(11):1-6.
[41] 姚昌荣,王友彪,李亚东,强斌,刘赛智.泥石流冲击桥梁2019年度研究进展[J].土木与环境工程学报(中英文),2020,42(05):28-36.
[42] 刘占辉,呼瑞杰,姚昌荣,李永乐,李亚东.桥梁撞击问题2019年度研究进展[J].土木与环境工程学报(中英文),2020,42(05):235-246.
[43] 周文,姚昌荣,李亚东.大跨度钢桁架拱桥施工阶段抗震性能分析[J].四川建筑,2020,40(01):210-214.
[44] 梁艳,李亚东.土木专业新型综合课程《桥梁美学》教学改革与实践[J].教育教学论坛,2020(07):105-106.
[45] 李亚东,王崇交.中外桥梁长寿命化研究进展及其思考[J].桥梁建设, 2019, 49(02):17-23.
[46] 强斌,李亚东,顾颖,邹永丰.钢桁梁桥主桁杆件厚板焊接残余应力空间分布试验研究[J].铁道学报, 2019,41(03):128-133.
[47] 向琪芪,李亚东,魏凯,王顺意,姚昌荣.桥梁基础冲刷研究综述[J].西南交通大学学报, 2019, 54(02): 235-248.
[48] 王友彪,姚昌荣,刘赛智,李亚东,张迅.泥石流对桥墩冲击力的试验研究[J].岩土力学, 2019, 40(02): 616-623.
[49] 彭子祥,姚昌荣,李亚东,汪碧云,王绪刚.顶推施工中混凝土箱梁横向支撑不平的局部受力分析[J].西部交通科技,2017(12):38-42.
[50] 肖林,姚昌荣,李亚东,高荣辉.热轧纵肋与传统纵肋正交异性钢桥面铺装层受力特性对比研究[J].公路工程,2017,42(05):352-358.
[51] 黄志霜,姚昌荣,李亚东.地震作用下两联连续梁桥纵向碰撞效应研究[J].黑龙江交通科技, 2017, 40(10):98-101.
[52] 揭志羽,李亚东,卫星,诸葛萍.钢桥腐蚀斜焊缝十字接头疲劳性能研究[J].中国铁道科学, 2017, 38(05):37-43.
[53] 罗平杰,李亚东,张国强,姚昌荣.FAST索网张拉过程模拟分析及误差控制[J].空间结构, 2017, 23(03):36-40.
[54] 强斌,李亚东,顾颖,高荣辉.钢桥对接焊缝残余应力及变形场数值分析与试验验证[J].铁道学报, 2017, 39(09):134-139.
[55] 揭志羽,李亚东,卫星,诸葛萍.人工蚀坑对复杂应力场下钢桥焊接接头疲劳寿命的影响[J].铁道学报, 2017, 39(08):148-153.
[56] 揭志羽,李亚东,卫星,肖东涛,刘茂坤.复杂应力场下焊接接头疲劳寿命评估的热点应力法[J]. 中国公路学报,2017,30(05):97-103.
[57] 揭志羽,李亚东,卫星,杨光,罗平杰.焊接节点表面裂纹复合型应力强度因子的数值计算研究[J]. 铁道学报,2017,39(02):127-133.
[58] 邹永丰,李亚东,黄志霜,强斌.基于逐层铣削法测量桥钢厚板焊缝区残余应力[J].机械制造文摘(焊接分册),2016(06):10-13.
[59] 强斌,李亚东,顾颖,倪金荣.基于喷丸随机模型的表面覆盖率计算方法[J].西南交通大学学报, 2016,51(06):1177-1182.
[60] 顾颖,李亚东,强斌,揭志羽,陈小松.基于ANSYS优化设计求解双椭球热源模型参数[J].焊接学报,2016,37(11):15-18+129.
[61] 罗平杰,李亚东,揭志羽,姚昌荣.滑移效应对钢-混凝土组合梁弹性应力的影响[J].钢结构, 2016, 31(07):26-29.
[62] 顾颖,李亚东,强斌,杨元录.焊接变形预测中固有应变施加的简易方法[J].热加工工艺, 2016, 45(05):174-177.
[63] 顾颖,李亚东,姚昌荣.太阳辐射下混凝土箱梁温度场研究[J].公路交通科技, 2016, 33(02): 46-53.
[64] 顾颖,李亚东,刘赛智,揭志羽.焊接热源模型参数求解中熔池形状的提取技术[J].热加工工艺, 2015, 44(19):175-178.
[65] 强斌,李亚东,顾颖,杨元录.钢板喷丸处理残余应力场和表面粗糙度数值模拟[J].西南交通大学学报,2015,50(04):691-697.
[66] 揭志羽,李亚东,卫星.初始损伤对焊接节点疲劳性能的影响[J].西南交通大学学报, 2015, 50(03): 423-427.
[67] 李小珍,刘全民,张迅,张志俊,李亚东.高架轨道交通附近自由地表振动试验研究[J].振动与冲击, 2014, 33(16):56-61.
[68] 何波,姚昌荣,李亚东.基于ASP.NET的桥梁事故信息系统设计[J].计算机光盘软件与应用, 2014, 17(14):151-152+155.
[69] 顾颖,姚昌荣,李亚东,康玲,揭志羽.大跨度钢管混凝土拱桥安装线形控制方法研究[J].桥梁建设, 2014,44(01):107-113.
[70] 李小珍,刘孝寒,张迅,李亚东.基于相干分析的高铁简支箱梁结构噪声源识别方法研究[J].工程力学, 2014,31(01):129-136.
[71] 钱冬生,强士中,李亚东,肖林.谈谈欧洲结构规范[J].桥梁建设,2013,43(05):1-4.
[72] 刘全民,李小珍,张迅,张志俊,李亚东.基于车桥耦合的钢-混结合段刚度平顺性分析[J].西南交通大学学报, 2013,48(05):810-817.
[73] 张迅,李小珍,刘全民,张志俊,李亚东.MTMDs控制高速铁路简支箱梁桥车致振动噪声的研究[J]. 振动与冲击,2013,32(13):194-200.
[74] 张迅,李小珍,刘全民,吴金峰,李亚东.混凝土箱梁的结构噪声及其影响因素[J].西南交通大学学报, 2013,48(03):409-414.
[75] 李小珍,张迅,刘全民,张志俊,李亚东.铁路32m混凝土简支箱梁结构噪声试验研究[J].中国铁道科学, 2013,34(03):20-26.
[76] 揭志羽,卫星,李亚东,顾颖.不同设计参数下刚构-连续组合曲线梁桥地震响应敏感性分析[J].铁道科学与工程学报,2013,10(02):80-86.
[77] 李小珍,尹航,吴金峰,张迅,李亚东.成灌快铁高架桥梁区段噪声测试[J].噪声与振动控制, 2013, 33(02):183-187+210.
[78] 揭志羽,卫星,李亚东,顾颖.大跨高墩小半径刚构-连续组合梁桥地震响应分析[J].桥梁建设, 2013,43(01):52-58.
[79] 李永乐,李亚东,吴梦雪,陈宁,强士中.汇报点评式逆向教学方法在博士生专业课程中的实践[J]. 高等建筑教育,2013,22(01):56-60.
[80] 张迅,李小珍,刘全民,张志俊,李亚东.高速铁路桥梁结构噪声的全频段预测研究(Ⅱ):试验验证[J]. 铁道学报,2013,35(02):87-92.
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[82] 姚昌荣,李亚东,梁东,王雪娇.山区大跨度桥梁结构选型[J].桥梁建设, 2012, 42(06):81-86.
[83] 梁艳,李亚东.当代桥梁装饰审美观——“少即是多”[J].城市道桥与防洪, 2012(12): 90-92+10-11.
[84] 陈可,李亚东.钢管混凝土拱肋截面日照温度场实测及有限元计算[J].公路交通科技, 2012, 29(09):77-84.
[85] 梁艳,陈艾荣,李亚东.桥梁造型质量评价方法与原则初探[J].安徽建筑, 2012, 19(05): 120-121+75.
[86] 张迅,李小珍,刘德军,李亚东.高速铁路32m简支箱梁声辐射特性研究[J].铁道学报, 2012, 34(07): 96-102.
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[88] 李永乐,李亚东,唐浩俊,赵凯.工科硕士生专业外语教学改革探索[J].高等建筑教育, 2012, 21(02):55-57.
[89] 谢海清,李亚东.某公铁两用钢桁架拱桥方案静动力分析[J].铁道建筑, 2011(09):27-29.
[90] 李小珍,张迅,李亚东.高速铁路简支箱梁结构噪声的边界元方法[J].土木工程学报, 2011, 44(S1): 95-101+185.
[91] 周尚猛,李亚东.基于应力场强法的钢桥节点板双轴疲劳强度预测[J].西南交通大学学报, 2011, 46(02):217-222.
[92] 张迅,李小珍,李亚东.灰色GM(0,N)法在轨道交通噪声预测中的应用[J].交通运输工程与信息学报, 2011,9(01):59-63.
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[94] 蒋伟平,李亚东,徐俊.斜拉桥换索设计方法探讨[J].结构工程师, 2010, 26(02): 57-62.
[95] 周尚猛,李亚东.求解合理拱轴线的加权能量方法[J].公路交通科技, 2010, 27(04): 73-77.
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[98] 李亚东,姚昌荣,石成.多跨钢筋混凝土拱桥拱肋拆除过程仿真分析[J].建筑科学与工程学报, 2009,26(04):114-119.
[99] 李亚东,强士中.震后灾区桥梁初步考察与评估[J].桥梁建设,2009(05):68-73.
[100] 朱保华,李亚东.矮塔斜拉桥结构参数研究[J].四川建筑,2009, 29(02):168-169 +171.
[101] 吴军鹏,李亚东.PC连续刚构桥高程控制中的预测方法[J].四川建筑, 2009, 29(02): 208-210.
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