个人信息Personal Information
学历:博士研究生毕业
学位:工学博士学位
办公地点:土木馆1527
毕业院校:西南交通大学
学科:桥梁与隧道工程
所在单位:土木工程学院
报考该导师研究生的方式
欢迎你报考姚昌荣老师的研究生,报考有以下方式:
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2、如果你能获得所在学校的推免生资格,欢迎通过推免方式申请姚昌荣老师研究生,可以通过系统的推免生预报名系统提交申请,并选择意向导师为姚昌荣老师,老师看到信息后将和你取得联系,点击此处推免生预报名
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4、如果你有兴趣攻读姚昌荣老师博士研究生,可以通过申请考核或者统一招考等方式报考该导师博士研究生。
[1] Changrong Yao*, Chuan Xu, Xun Zhou, Qiaochao Liu & Bin Qiang. Study on the Destruction Process of Piers by Debris Flow Impact Using SPH-FEM Adaptive Coupling Method[J].KSCE Journal of Civil Engineering, 2024,28(8)(SCI)
[2] Wu J, Qiang B, Liao X, Huang Y, Yao C, Li Y .Hole-drilling method eccentricity error correction using a convolutional neural network[J]. The Journal of Strain Analysis for Engineering Design, 2023,58(2):118-129(SCI)
[3] Changrong Yao*, Shida Zhao , Qiaochao Liu, Dong Liu , Bin Qiang and Yadong Li. Flume Experiments and Numerical Simulation of a Barge Collision with a Bridge Pier Based on Fluid–Structure Interaction[J]. Sustainability, 2023,15(8),6445. (SCI)
[4] Jun Wu, Bin Qiang , Xing Liu, Changrong Yao, Yadong Li. Determination of the three-dimensional welding residual stress in a thick plate T-welded joint using the stepwise eigenstrain-contour method[j].Journal of Manufacturing Processes,2022,84:121-133 (SCI)
[5] Liu Xinran, Qiang Bin, Wu Hang, Qiu Hongkai, Changrong Yao, Li Yadong. Distribution and relaxation of welding residual stress in U-rib-to-deck joints considering actual material properties[J]. Thin-Walled Structures, 2022, 180: 109747. (SCI)
[6] Liao Xiaoxuan, Li Yadong, Qiang Bin, Wu Jun, Changrong Yao, Wei Xing. An improved crack growth model of corrosion fatigue for steel in artificial seawater[J]. International Journal of Fatigue, 2022, 160: 106882. (SCI)
[7] Wang Chongjiao, Changrong Yao*, Zhao Shida, et al. The Theory and Method of Data Acquisition of Mixed Traffic Popular People and Nonmotor Vehicles Based on Image Processing[J]. Mobile Information Systems, 2022, 2022. (SCI)
[8] Wang Chongjiao, Changrong Yao*, Zhao Shida, et al. 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. (SCI)
[9] Wu Jun, Qiang Bin, Liao Xiaoxuan, Huang Yanmei, Changrong Yao, Li Yadong. Hole-drilling method eccentricity error correction using a convolutional neural network[J]. Journal of Strain Analysis for Engineering Design, 2022: 03093247221080013. (SCI)
[10] Wu Jun, Qiang Bin, Liao Xiaoxuan, Kang Ling, Changrong Yao, Li Yadong. 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. (SCI)
[11] Liao Xiaoxun, Qiang Bin, Wu Jun, Changrong Yao, Wei Xing, Li Yadong. An improved life prediction model of corrosion fatigue for T-welded joint[J]. International Journal of Fatigue, 2021, 152: 106438. (SCI)
[12] Qiang Bin, Liu Xinran, Liu Yujie, Changrong Yao, Li Yadong. Experimental study and parameter determination of cyclic constitutive model for bridge steels[J]. Journal of Constructional Steel Research, 2021, 183: 106738. (SCI)
[13] Li Yadong, Wu Jun, Qiang Bin, Zhou Siting, Liu Weiqing, Yao Changrong. Measurements of residual stresses in a welded orthotropic steel deck by the hole-drilling method considering stress biaxiality[J]. Engineering Structures, 2021, 230: 111690. (SCI)
[14] Chongjiao Wang, Changrong Yao *, Bin Qiang, Siguang Zhao and Yadong Li. A Machine Learning Framework for Predicting Bridge Defect Detection Cost[J]. Infrastructures,2021,6(11):152
[15] Liao Xiaoxuan, Huang Yanmei, Qiang Bin, Changrong Yao, Wei Xing, Li Yadong. Corrosion fatigue tests in synthetic seawater with constant temperature liquid circulating system[J]. International Journal of Fatigue, 2020, 135: 105542. (SCI)
[16] Youbiao Wang,Xiaofeng Liu, Changrong Yao,Yadong Li. Debris-Flow Impact on Piers with Different Cross-Sectional Shapes[J]. Journal of Hydraulic Engineering, 2020, 146(1): 04019045.(SCI)
[17] Qiqi Xiang, Kai Wei, Fang Qiu, Changrong Yao, Yadong Li.Experimental Study of Local Scour around Caissons under Unidirectional and Tidal Currents [J]. Water, 2020,12(3),640.
[18] 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. (SCI)
[19] 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. (SCI)
[20] 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. (SCI)
[21] Youbiao Wang,Xiaofeng Liu, Changrong Yao*,Yadong Li,Saizhi Liu,Xun Zhang. Finite Release of Debris Flows around Round and Square Piers [J]. Journal of Hydraulic Engineering, 2018,144(12):1-7(SCI)
[22] 陈勇,姚昌荣,朱永发,周迅,安浩然.碎屑流冲击桥墩的最大冲击力影响因素试验研究[j].铁道建筑,2023,63(8):76-81
[23] 宋娟; 姚昌荣;柳青;强斌;顾颖.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(4):197-201
[24] 姚昌荣,周雅宁,郭来栋,安浩然,刘悄超.桥墩冲刷坑形态试验测绘新方法[J]. 水道港口,2022,43(04):549-554
[25] 姚昌荣; 谭庄; 周雅宁; 刘赛智; 韩俊辉.基于流固耦合理论的泥石流冲击桥墩的动力响应分析[J]. 应用力学学报,2021,38(5):1831-1838
[26] 韩俊辉,姚昌荣 ,余劲松,匡睿,强斌. 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.
[27] 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.
[28] 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.
[29] 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
[30] 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[J]. 2019, 40(2):616-623. (EI)
[31] 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,2019,54(02):235-248. (EI)
[32] 陈功, 姚昌荣, 牟廷敏, 孙才志.双腹板工字形预应力钢箱混凝土盖梁抗弯性能分析[J]. 四川建筑, 2018, 38(04):193-195.
[33] 姚昌荣, 王友彪, 刘赛智.重力式桥墩在泥石流冲击作用下的响应分析[J].桥梁建设, 2017, 47(04):18-23. (EI)
[34] 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.
[35] 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.
[36] 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.
[37] 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.
[38] 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.
[39] 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.
[40] 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
[41] 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.
[42] 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.
[43] 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.
[44] 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. (EI)
[45] 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.
[46] 李亚东,姚昌荣,梁艳.浅论拱桥的技术进步与挑战[J].桥梁建设, 2012, 42(02):13-20.
[47] 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.
[48] 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.
[49] 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.
[50] 姚昌荣,李亚东.小波包变换频率混淆的消除及其在桥梁健康监测中的应用[J].中国铁道科学, 2008(05):58-64. (EI)
[51] 姚昌荣,李亚东.基于静动力测试数据的斜拉桥模型修正[J].铁道学报, 2008(03):65-70. (EI)
[52] 姚昌荣, 李亚东. 大跨度桥梁健康监测过程中的温度影响研究[J].华东交通大学学报, 2008(02):25-28.
[53] 姚昌荣, 姚山毛, 李亚东. 神经网络参数识别技术在施工控制中的应用[J].四川建筑, 2007(03):210-212.
[54] 姚昌荣,李亚东.钢管混凝土拱桥线形控制技术研究[J].公路交通科技, 2006(10):65-69.
[55] 樊辉明,姚昌荣,李亚东.混凝土桥梁裂缝检测及修补技术[J].四川建筑, 2005(02):114-116.
[56] 姚昌荣,李亚东,强士中.美国桥梁高性能钢的发展与应用[J].世界桥梁, 2005(01):57-61.
[57] 段天华,姚山毛,姚昌荣.关于加筋土挡土墙墙面板的若干讨论[J].路基工程, 2004(01):67-69.
[58] 段天华,姚昌荣.加筋土挡土墙现行设计中安全稳定性的讨论[J].路基工程, 2004(01):74-77.
[59] 姚昌荣,姚山毛,李劲松.犍为岷江大桥换索施工技术[J].四川建筑, 2003(04):71-72+83.
[60] 姚昌荣. 预应力混凝土连续梁桥的应力监控误差分析[A].新世纪预应力技术创新学术交流会论文集[C].,2002:6.
[61] 段天华,姚昌荣.株六复线DIK617加筋土挡土墙设计与施工[J].路基工程, 2000(04):67-69.