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  • [1] Qi Si, Yang Ding, Liang Zong*, Xin Meng. Effect of pre-fatigue damage on static and hysteretic behavior of Q355 steel [J]. International Journal of Fatigue, 2022: 106874.

    [2] Qi Si, Yang Ding, Liang Zong*. Electrolytic accelerated corrosion morphology for structural steel based on an improved solution[J].Corrosion Reviews,2021,39(4): 373-386.

    [3] Qi Si, Yang Ding, Liang Zong*, Huatian Zhao. Mechanical behavior of corroded structural steel subjected to monotonic tension [J]. Advanced Steel Construction.2022(18):707-714.

    [4] Qi Si, Zhihong Pan*. Numerical study on performance of prefabricated RCS joint under normal temperature and fire[J]. KSCE Journal of Civil Engineering,2021,25(11):4322-4334.

    [5] Qi Si, Yong Tang, Liang Zong*,Heng Liu, et al. Experimental study and numerical simulation of tensile mechanical properties of corroded bolt sphere joints [J]. Buildings.2022,12(11): 1989.

    [6] Qi Si, Yang Ding, Liang Zong*, Heng Liu. Mechanical properties and simulation method of structural steel after high cycle fatigue damage [J].Advanced Steel Construction.2023,19(1):70-76.

    [7] Zhihong Pan, Qi Si*,Yanzhang Zhu. Seismic performance of prefabricated semi-rigid RCS structures[J]. Structures. 2022,43:1369-1379.

    [8] Bo Zhou, Qi Si*, Liang Zong. Seismic performance analysis of steel frames with FCP composite external wall[J]. Structures.2022,39:86-97.

    [9] Qi SiYang Ding, Liang Zong*Xin Meng. Low cycle fatigue properties of corroded Q355 steel[J]. Journal of Materials in Civil Engineering. 2024,36(1):04023530.

    [10] Qi Si, Zhihong Pan*, Yanzhang Zhu, et al. Seismic design method based on limit state for prefabricated RCS frames[J]. Structures. 2024, 59: 105747.

    [11] Zhihong Pan, Hang Li, Qi Si*, et al. Experimental study and numerical simulation analysis of RCS joint with asymmetric friction connection[J]. Structures. 2024, 63: 106489.

    [12] Qi Si, Yang Ding, Liang Zong*, Jun Ma. Investigation on seismic performance degradation of hub large‐span roof structures considering corrosion and damage accumulation[J]. Earthquake Engineering and Resilience, 2024,3(2):272-288.

    [13] Qi Si, Hang Li, Zhihong Pan*, et al. Experimental study on seismic behavior of RCS joints with asymmetric friction connections and slabs[J]. Journal of Infrastructure Intelligence and Resilience, 2024: 100109.

    [14] Bo Zhou, Qi Si*, Bing Li, Liang Zong, Songlin Li. Experimental and numerical study on seismic behavior of shear wall with cast-in-situ concrete infilled walls[J]. Structural Concrete,2024, 25(6): 5056-5070.

    [15] 潘志宏, 郑建强, 司启*, 王云庆, 李航. 内置铆接开孔冷弯薄壁型钢混凝土组合梁受弯性能研究[J]. 建筑钢结构进展, 2024.(已录用)

    [16] Qi Si, Faxing Ding, Wenna Zhang, Zhihong Pan, Shuling Gao. Shear resistance and fatigue performance of self-piercing riveted connections for cold-formed steel sheets[J]. Thin-Walled Structures, 2025, 211: 113067.