Journal Publications

• [1]Zhou, Lingyu, Tianyu Wei, Guangchao Zhang, Yingying Zhang, Mahunon Akim Djibril Gildas, Lei Zhao, and Wei Guo. "Experimental study of the influence of extremely repeated thermal loading on a ballastless slab track-bridge structure." Applied Sciences 10, no. 2 (2020): 461.
• [2]Zhou, Lingyu, Akim Djibril Gildas Mahunon, Guowei Yin, and Xianxin Xue. "Experimental investigation of simply-supported post-tensioned beam after anchorage system failure." Engineering Structures 212 (2020): 110507.
• [3]Jiang, Rui, Liqiang Jiang, Yi Hu, Jihong Ye, and Lingyu Zhou. "A simplified method for estimating the fundamental period of masonry infilled reinforced concrete frames." Structural Engineering and Mechanics, An Int'l Journal 74, no. 6 (2020): 821-832.
• [4]Zhou, Lingyu, Huayong Li, Jun Wei, Xingxu Pu, Akim D. Mahunon, and Liqiang Jiang. "Design and simulation analysis of a new type of assembled UHPC collision avoidance." Applied Sciences 10, no. 13 (2020): 4555.
• [5]Zhou, Lingyu, Yahui Yuan, Lei Zhao, Akim Djibril Gildas Mahunon, Lifan Zou, and Wenqi Hou. "Laboratory investigation of the temperature-dependent mechanical properties of a CRTS-Ⅱ ballastless track-bridge structural system in summer." Applied Sciences 10, no. 16 (2020): 5504.
• [6]Zhou, Lingyu, Lifan Zou, Lei Zhao, Yahui Yuan, Akim D. Mahunon, and Yongzhi Gong. "Performance of CRTS-II Ballastless Track–Bridge Structural System Rebars under Fatigue Loading Test." Applied Sciences 11, no. 11 (2021): 4858.
• [7]Zhang, Yingying, Lingyu Zhou, Akim D. Mahunon, Guangchao Zhang, Xiusheng Peng, Lei Zhao, and Yahui Yuan. "Mechanical performance of a ballastless track system for the railway bridges of high-speed lines: experimental and numerical study under thermal loading." Materials 14, no. 11 (2021): 2876.
• [8]Zhao, Lei, Lingyu Zhou, Zhiwu Yu, Akim D. Mahunon, Xiusheng Peng, and Yingying Zhang. "Experimental study on CRTS Ⅱ ballastless track-bridge structural system mechanical fatigue performance." Engineering Structures 244 (2021): 112784.
• [9]Fang, Jiaopeng, Lingyu Zhou, Yibo Zhu, Fengui Li, Chaohu Dai, Quan Zhou, and Fei Liao. "Experimental study on flexural behavior of modular prefabricated channel–concrete composite beams with dry connections." Journal of Building Engineering 68 (2023): 106194.
• [10]Lessani, Naqi, Lingyu Zhou, Guanchao Wang, Chaohu Dai, Fengui Li, Jiang Wei, and Yachuan Kuang. "Investigation on behavior of prefabricated double-channel composite beams with web openings in modular buildings under sagging moment." Journal of Building Engineering 80 (2023): 107887.
• [11]Zhou, Lingyu, Linqi Yang, Zhi Shan, Xiusheng Peng, and Akim D. Mahunon. "Investigation of the fatigue behaviour of a ballastless slab track–bridge structural system under train load." Applied Sciences 9, no. 17 (2019): 3625.
• [12]Fang, Jiaopeng, Lingyu Zhou, Jingzhou Shi, Chaohu Dai, Fengui Li, and Fei Liao. "Flexural behavior of modular steel channel–concrete composite floor systems with bolted connections." Engineering Structures 300 (2024): 117217.
• [13]Fang, Jiaopeng, Lingyu Zhou, Jinkai Fan, Chaohu Dai, Fengui Li, and Fei Liao. "Shear behavior of perforated steel plate shear connectors in innovative modular steel channel–concrete composite floor systems." Thin-Walled Structures 197 (2024): 111626.
• [14]Zhou, Lingyu, and Guichao He. "Experimental research on end joint of steel-concrete composite truss." The Baltic Journal of Road and Bridge Engineering 7, no. 4 (2012): 305-313.
• [15]周凌宇,张珍,陈浩,等.新型承插式螺栓连接柱-柱节点抗拉性能研究[J].天津大学学报(自然科学与工程技术版),2024,57(04):424-436.
• [16]周凌宇,魏宏远,陈浩,等.钢模块单元承插式柱-柱节点弯剪承载力研究[J/OL].湖南大学学报(自然科学版),1-15[2024-05-16].http://kns.cnki.net/kcms/detail/43.1061.N.20240321.1827.002.html.
• [17]王关朝,周凌宇,陈浩,等.模块化钢结构单元房承插式节点弯剪性能研究[J/OL].铁道科学与工程学报,1-14[2024-05-16].https://doi.org/10.19713/j.cnki.43-1423/u.T20240072.
• [18]王其良,周凌宇,石敬州,等.大跨度钢网壳快速整体提升方法研究及防连续倒塌分析[J].中南大学学报(自然科学版),2024,55(02):538-549.
• [19]周凌宇,Naqi Lessani,戴超虎,等.装配式双拼槽钢-混凝土开孔组合梁试验研究[J].天津大学学报(自然科学与工程技术版),2024,57(01):53-63.
• [20]周凌宇,莫玲慧,戴超虎,等.装配式双拼槽钢-混凝土组合梁抗弯刚度试验研究[J].中南大学学报(自然科学版),2023,54(11):4449-4460.