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[2] Yin F, Yang L, Wang J, Zhu L. Flexural behaviour of Q1100 ultra high strength steel welded I-sections [J]. Thin-Walled Structure, 2024, 205: 112390.

[3] Yin F, Yang L. Minor-axis flexural buckling of Q1100 ultra high strength steel welded I-section columns[J]. Thin-Walled Structures, 2024, 197: 111644.

[4] Yin F, Wang J, Yang L, et al. Testing and design of cold-formed high strength steel square hollow section columns[J]. Journal of Constructional Steel Research, 2024, 213: 108394.

[5] Zhang Y, Wang Y Z, Yang L, Yin F. Experimental study on hysteretic behavior of Q1100 ultra-high strength steel[J]. Thin-Walled Structures, 2023, 182: 110291.

[6] Yin F, Yang L, Xu K, et al. Tests, numerical study and design of Q1100 ultra-high strength steel welded I-section stub columns[J]. Engineering Structures, 2022, 269: 114812.

[7] Yang L, Yin F, Wang J, et al. Local buckling resistances of cold-formed high-strength steel SHS and RHS with varying corner radius[J]. Thin-Walled Structures, 2022, 172: 108909. 

[8] Yin F, Liu M, Bai Y, et al. Experimental study on failure mechanism of point-supported tempered glass panels under fire conditions[J]. Structures, 2021, 30: 495-502. 

[9] Yin F, Yang L, Wang M, et al. Study on ultra-low cycle fatigue behavior of austenitic stainless steel[J]. Thin-Walled Structures, 2019, 143: 106205. 

[10] Chang X, Yang L, Zong L, Zhao MH, Yin F. Study on cyclic constitutive model and ultra low cycle fracture prediction model of duplex stainless steel[J]. Journal of Constructional Steel Research, 2019, 152: 105-116.

[11] Yin F, Yang L, Zong L, et al. Ultra-low cycle fatigue fracture of high-strength steel Q460C and its weld[J]. Journal of Materials in Civil Engineering, 2018, 30(11): 04018280.

[12] 李志林, 杨璐, 崔瑶, 尹飞, 等. 焊接工艺对不锈钢角焊缝连接试件力学性能影响研究[J]. 工程力学, 2021, 38(2): 179-186.

[13] 尹飞, 杨璐, 施刚, 等. 高强度钢材钢结构抗震研究进展综述[J]. 钢结构 (中英文), 2020, 35(3): 1-25.

[14] 常笑, 杨璐, 王萌, 尹飞. 循环荷载下奥氏体型和双相型不锈钢材料本构关系研究[J]. 工程力学, 2019, 36(5): 137-147. 

[15] 尹飞, 周晖, 王元清, 等.A572 Gr.50厚板对接焊缝断裂性能研究[J].工程力学, 2018, 35(6): 51-60.