硕士生导师 博士生导师
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论文成果
发表论文60余篇,其中SCI/EI论文40余篇
[1] Zeng, X., Deng, K., Wang, Y., Yan, G., & Zhao, C. (2021). Field Investigation and Numerical Analysis of Damage to a High-pier Long-span Continuous Rigid Frame Bridge in the 2008 Wenchuan Earthquake. Journal of Earthquake Engineering, 1-17.
[2] Deng, K., Zeng, X., Kurata, M., Zhao, C., & Onishi, K. (2020). Damage Control of Composite Steel Beams Using Flexible Gel-Covered Studs. Journal of Structural Engineering, 146(3), 04019216.
[3] Zeng, X., Deng, K., Kurata, M., Duan, J., & Zhao, C. (2020). Seismic performance evaluation of damage-controlled composite steel frame with flexible-gel-covered studs. Engineering Structures, 219, 110855.
[4] Zeng, X., Deng, K., Liang, H., Xu, R., Zhao, C., & Cui, B. (2020). Uniaxial behavior and constitutive model of reinforcement confined coarse aggregate UHPC. Engineering Structures, 207, 110261.
[5] Li, Z., Zhao, C., Shu, Y., Deng, K., Cui, B., & Su, Y. (2020). Full-scale test and simulation of a PBL anchorage system for suspension bridges. Structure and Infrastructure Engineering, 16(3), 452-464.
[6] Li, Z., Wu, B., Liao, M., Yang, X., Deng, K., & Zhao, C. (2020). Experimental investigation on the cyclic performance of perfobond rib shear connectors. Advances in Structural Engineering, 23(16), 3509-3524.
[7] Zhao, C., Wang, K., Duan, J., Deng, K., & Cui, B. (2020). Closure to “Development of Fully Prefabricated Steel-UHPC Composite Deck System” by Canhui Zhao, Kangkang Wang, Rongyao Xu, Kailai Deng, and Bing Cui. Journal of Structural Engineering, 146(8), 07020008.
[8] Deng, K., Yan, G., Yang, H., & Zhao, C. (2019). RC arch bridge seismic performance evaluation by sectional NM interaction and coupling effect of brace beams. Engineering Structures, 183, 18-29.
[9] Zhao, C., Wang, K., Xu, R., Deng, K., & Cui, B. (2019). Development of fully prefabricated steel-UHPC composite deck system. Journal of Structural Engineering, 145(7), 04019051.
[10] Wang, K., Zhao, C., Wu, B., Deng, K., & Cui, B. (2019). Fully-scale test and analysis of fully dry-connected prefabricated steel-UHPC composite beam under hogging moments. Engineering Structures, 197, 109380.
[11] Wang, K., Deng, K., Zhao, C., & Wang, C. (2019). Experimental Investigation of Bending Behavior of Reinforced Ultra-High-Performance Concrete Decks. Frontiers in Built Environment, 5, 135.
[12] Deng, K.* Wang, T., Kurata, M., Zhao, C., & Wang, K. (2018). Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame. Engineering Structures, 159, 320-331.
[13] Zhao, C., Li, Z., Deng, K., & Wang, W. (2018). Experimental investigation on the bearing mechanism of Perfobond rib shear connectors. Engineering Structures, 159, 172-184.
[14] Li, Z., Zhao, C., Deng, K., & Wang, W. (2018). Load sharing and slip distribution in multiple holes of a perfobond rib shear connector. Journal of Structural Engineering, 144(9), 04018147.
[15] Zhao, C., Wang, K., Zhou, Q., Deng, K., & Cui, B. (2018). Full-scale test and simulation on flexural behavior of dovetail-shaped reactive powder–concrete wet joint in a composite deck system. Journal of Bridge Engineering, 23(8), 04018051.
[16] Guo, J., Deng, K., He, M., Zhao, C., & Li, W. (2017). Experimental study on the construction stages of an RC closure pour in bridge widening. Journal of Bridge Engineering, 22(12), 06017007.
[17]Seismic Performance Analysis of CFST Stiff Skeleton Concrete Arch Bridge considering Nonplanar Sectional Stress Induced by Balanced Ring casting Construction.Journal of Earthquake Engineering,2021
[18] 赵灿晖, 曾显志, & 邓开来. (2020). 桥梁抗震2019年度研究进展. 土木与环境工程学报(中英文), 42(05), 139-146.
[19] 赵灿晖, 李浩稻, & 邓开来. (2019). 钢筋与粗骨料超高性能混凝土粘结性能试验研究. 西南交通大学学报, 54(5), 937-944.
[20] 王康康, 赵灿晖, & 邓开来. (2018). 预制粗骨料UHPC桥面板振捣工艺试验研究. 世界桥梁, 46(06), 51-55.
[21]多分量多点平稳随机地震响应的快速算法 2007年1月,西南交通大学学报
[22]钢桁拱桥非线性及面内极限承载力分析 2007年9月,中国铁道科学
[23]大跨度上承式钢管砼拱桥的地震响应分析 2007年9月,重庆交通大学学报
[24]上承式钢桁拱桥面内极限承载力分析 2007年12月,交通运输工程学报
[25]大跨度钢管混凝土拱桥在多维多点地震激励作用下的随机平稳响应 2007年12月,世界地震工程
[26]圆形空心深水桥墩在地震作用下的附加动水压力 2008年4月,西南交通大学学报
[27]深水矩形空心桥墩在地震作用下附加动水压力分析 2008年2月,振动与冲击
[28]PBL传剪器极限承载力的试验研究 2009年4月,西南交通大学学报
[29]PBL剪力键荷载滑移关系研究 2011年8,西南交通大学学报
[30]连续刚架-拱桥三角刚架模型试验研究 2008年2月,桥梁建设
专著:
大跨度悬索桥主缆分布传力锚固系统设计与施工,2012年,人民交通出版社(专著)
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