[1] Qi, X., Zhao, L. & Meng, QC. Prediction method for the tension force of support ropes in flexible rockfall barriers based on full-scale experiments and numerical analysis. Sci Rep 14, 9969 (2024). 

[2] Qi, X.; Deng, Q.; Zhao, L.; Yuan, S.; Li, Z.; Wang, X.; Yu, Z. Equivalent Relationship of the Mechanical Behavior of Ring Nets under Static Punching and Dynamic Impact Conditions. Buildings 2023, 13, 588. 

[3] 齐欣;邓芊芊;赵雷;袁松;李贞良;王希宝;余志祥.隧道洞口落石防护分流式引导系统原位试验与数值分析[J].振动与冲击,2023,42(17):9-16.

[4] 赵雷;邹定富;张丽君;齐欣;志祥.落石被动柔性防护网冲击力学响应的参数化研究[J].振动与冲击,2023,42(12):8-17.

[5] 齐欣;胡阳阳;许浒;余志祥;孟庆成.《柔性棚洞防护结构技术规程》编制与介绍[J].铁道技术标准(中英文),2023,5(06):26-32.

[6] 胡晓东;齐欣;赵仕兴;张丽君;余志祥.基于近场动力学的落锤冲击PVB夹层玻璃数值模拟[J].建筑结构,2023,53(07):90-97.

[7] Xin Qi, Lei Zhao, ChaoRan Hao, ZhiXiang Yu, ShiChunZhao.Numerical simulation of dynamic responses of semi‑rigid rockfall protection barriers subjected to impact loading at different positions[J]Bulletin of Engineering Geology and the Environment,(2022) 81:367.

[8] 赵雷;齐欣*;郑腾虎;余志祥;许浒.初始几何缺陷对跨层平面桁架稳定承载力的影响[J].建筑钢结构进展,2022,24(04):66-73.

[9] 齐欣;余志祥;张丽君;许浒;李自名.柔性环形防护网顶破受力归一化分析[J].振动与冲击,2021,40(03):178-186.

[10] Qi Xin,Xu Hu,Yu Zhixiang, Sun Keqin, Zhao Shichun. Full-Scale Test and Numerical Simulation of Guided Flexible Protection System under a Blasting Load. ENVIRONMENTAL & ENGINEERING GEOSCIENCE. 26（2）:243-256 ，2020 

[11] 齐欣;孟庆成;李自名;赵世春;余志祥.半刚性防护系统试验与多跨模型数值分析[J].铁道学报,2020,42(10):136-143.

[12] 齐欣;余志祥;张丽君;许浒;赵雷.被动柔性防护系统对落石冲击作用的传播效应[J].西南交通大学学报,2020,55(05):1085-1093.

[13]  Xin Qi*, Zhenliang Li, Zhixiang Yu, Chang Yang, and Hu Xu .Mechanical Behavior of Passive Flexible Barrier under Rockfall Impact[J]. Electronic Journal of Geotechnical Engineering, 2019 (24.02):369-380

[14] X. Qi, Z.X. Yu*, L. Zhao, H. Xu and S.C. Zhao .A new numerical modelling approach for flexible rockfall protection barriers based on failure mode[J]. Advanced Steel Construction.2018.14(3):479-495.

[15] Xin Qi* , Xiangjun Pei, Rui Han, Yafeng Yang, Qingcheng Meng andZhixiang Yu. Analysis of the Effects of a Rotating Rock on Rockfall Protection Barriers[J]. Geotechnical and Geological Engineering, 2018. 10, 36(5): 3255~3267

[16] Xin Qi, Zhixiang Yu, Yafeng Yang, Hu Xu*, Lei Zhao.Tension Force Attenuation Analysis of Support Rope of Flexible Rockfall Barriers[C]. The 7th International Conference on Protection of Structures against Hazards.2018, Hanoi ,Vietnam

[17] 齐欣;许浒;余志祥;赵雷;孟庆成.柔性拦截结构中减压环动态力学性能试验研究[J].工程力学,2018,35(09):188-196.

[18] 齐欣;余志祥;许浒;孟庆成;赵雷;赵世春.被动柔性防护网结构的累计抗冲击性能研究[J].岩石力学与工程学报,2017,36(11):2788-2797.

[19] 齐欣;余志祥;许浒;赵雅娜;赵世春.被动柔性防护网结构足尺冲击试验研究[J].铁道标准设计,2016,60(07):24-29.

[20] 齐欣;余志祥;许浒;杨畅;赵世春.被动柔性拦截网在长昆线某边坡防护工程中的应用[J].防灾减灾工程学报,2016,36(02):302-308.

[21] 齐欣;韦韬;余志祥.防落石冲击低能级刚性防护网系统防护能量计算方法[J].长安大学学报(自然科学版),2015,35(02):91-96+113.

[22] 齐欣;赵雷;许浒;余志祥;杨畅.跨层桁架米字形节点力学性能及其补强措施[J].工业建筑,2015,45(02):143-148.

[23] 齐欣;赵世春;韦韬;余志祥;许浒.防落石冲击柔性被动拦截网试验与数值分析[J].土木工程学报,2014,47(S2):62-68.

[24] 齐欣;韦韬;余志祥.防落石刚性栅栏防护能量试验与数值分析[J].铁道建筑,2014,(05):96-99.

[25] 齐欣;韦韬;余志祥.高速铁路防零星落块刚性防护系统试验与数值分析[J].铁道标准设计,2013,(10):31-35.

[26] 齐欣;孟庆成;赵世春.钢管混凝土柱-钢梁多向斜交节点环板受力性能研究[J].建筑结构,2009,39(07):30-32.

[27] 齐欣;孟庆成.型钢混凝土梁正截面承载力计算分析[J].四川建筑,2005,(04):47-48.