(1) 国家自然科学基金面上项目, 大底盘空间结构强震破坏机理及水平-竖向分层隔震机制研究, 参与
(2) 国家自然科学基金面上项目, 模块化钢结构插入自锁式节点力学性能与设计方法研究, 参与

(3) 国家重点研发计划课题, 大跨空间枢纽结构地震效应高效分析方法与失效模式,参与

[1] 司启，宗亮，丁阳. 一种电解腐蚀溶液及其应用[P]. 发明专利：CN111676508A,2020.09.18

[2] 宗亮，司启，丁阳，李忠献. 考虑腐蚀环境与荷载历史影响的结构件抗震性能试验方法[P].发明专利：CN112197926A,2021.01.08

[3] 宗亮，司启，丁阳，李忠献. 一种考虑腐蚀与疲劳耦合作用的结构件协同加速试验方法[P].发明专利：CN112179834A,2021.01.05

[4] 司启，宗亮，丁阳. 一种采用外套筒连接的模块化钢结构建筑的连接节点[P].发明专利：CN109629677A,2019.04.16

[5] 司启，宗亮，丁阳. 一种采用外套筒装配式连接的模块化钢结构连接节点[P].发明专利：CN109629676A,2019.04.16

[6] 司启. 一种可解锁的模块化自锁式节点及装配方法[P].发明专利：CN117868313A,2024.04.12

[7] 司启，宗亮，丁阳. 一种基于表面随机粗糙度的锈蚀后钢材模拟方法[P].发明专利：CN114757074A,2024.11.14

[8] 司启. 解除可能なモジュラーセルフロックジョイント及 び組立方法. PCT专利：2024-131668,2024.12.24

[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 Si, Yang 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.

[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.