英文期刊论文
[1] Chen S, Guo X, Chae Y, Luo J*, et al. Shaking table tests and numerical studies of steel frame structure-equipment systems with combined base and partial isolation[J]. Engineering Structures, 2025, 342: 120933.（JCR-Q1, IF=7.6）
[2] Chen S, Guo X*, Luo J, et al. Seismic response mitigation of indoor substation prefabricated steel frames using a dual-layer hybrid isolation system: An experimental and numerical study[J]. Journal of Building Engineering, 2025, 114: 114521.（JCR-Q1, IF=8.1）
[3] Chen S, Guo X, Chae Y, Luo J*, et al. Experimental and numerical studies on indoor substation prefabricated steel frames with a partial isolation system[J]. Structures, 2025, 75: 108843.（JCR-Q1, IF=4.9）
[4] Guo X, Deng J, Chen S*, et al. Seismic performance of steel braced frames with rotational self-centering energy-dissipating braces[J]. Structures, 2026, 94: 113284.（JCR-Q1, IF=4.9）
[5] Chen S, Luo J, Liu J, Guo X*, et al. Flexural behavior and design of aluminum alloy portal frame eaves joints[J]. Journal of Building Engineering, 2024, 96: 110686.（JCR-Q1, IF=8.1）
[6] Chen S, Liu Y, Luo J*, et al. Experimental and numerical analysis on rectangular concrete-filled steel tubular columns with T-shaped stiffeners[J]. Journal of Building Engineering, 2022, 45: 103510.（JCR-Q1, IF=8.1）
[7] Chen S, Guo X*, Luo J, et al. Experimental and numerical analysis on the post-fire flexural behavior of aluminum alloy gusset joints[J]. Advances in Structural Engineering, 2024, 27(9): 1564-1579.（JCR-Q2, IF=2.6）
[8] Guo X, Duan X, Liu J, Chen S*. Study on Flexural Behavior of Aluminum Alloy Portal Frame Beam-Column Joint at High Temperature[J]. Thin-Walled Structures, 2025: 113477.（JCR-Q1, IF=8.3）
[9] Guo X, Chen S*, Xu Z, et al. Hysteretic behavior of eccentric RHS beam-to-column joints under cyclic in-plane bending[J]. Journal of Constructional Steel Research, 2024, 223: 109063.（JCR-Q1, IF=4.6）
[10] Liu J, Chen S, Li H, Li D, Guo X*. Experimental and numerical investigations on flexural behavior of apex joints in aluminum alloy portal frames[J]. Structures, 2024, 70: 107596.（JCR-Q1, IF=4.9）
[11] Guo X, Chen S, Luo J*, et al. Post-Fire Stability Bearing Capacity of I-Shaped Aluminum Alloy Members Under Axial Compression[J]. International Journal of Structural Stability and Dynamics, 2024: 2650028.（JCR-Q2, IF=3.4）
[12] Zhang C, Guo X*, Zong S, Chen S. Seismic performance of an assembled self-centering buckling-restrained brace with controllable initial stiffness[J]. Engineering Structures, 2023, 286, 116111.（JCR-Q1, IF=7.6）
[13] Zhang C, Guo X*, Luo J, Chen S. Seismic design and performance evaluation of steel braced frames with assembled self-centering buckling-restrained braces[J]. Journal of Building Engineering, 2023, 76: 107056.（JCR-Q1, IF=8.1）
[14] Zhang C, Guo X*, Luo J, Chen S. Seismic design and performance evaluation of steel braced frames with post-tensioned and disc-spring-based self-centering buckling-restrained braces[J]. Soil Dynamics and Earthquake Engineering, 2024, 180: 108602.（JCR-Q1, IF=5.1）
[15] Luo J, Gao S, Zhang Y, Guo X*, Chen S, Ding F. Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns[J]. Journal of Constructional Steel Research, 2022, 197, 107487.（JCR-Q1, IF=4.6）
[16] Guo X, Zhang C, Luo J*, Zhang Y, Chen S, Gao S. Experimental and numerical investigations on large-section rectangular CFT columns with distributive beam under axial compression[J]. The Structural Design of Tall and Special Buildings, 2022, e1989.（JCR-Q3, IF=1.3）
国际会议论文
[1] Chen S*, Guo X. Study on out-of-plane flexural behavior of aluminum alloy gusset joints after fire[C]. Proceedings of IASS Annual Symposia, 2022, Beijing.
[2] Chen S*, Guo X. Study on seismic performance of the indoor substations considering the steel frame structure-electrical equipment interaction[C]. The 12th International Symposium on Steel Structures, 2023, Jeju.
中文期刊论文
[1] 郭小农, 陈劭臻, 罗金辉, 等. 全户内变电站装配式钢框架部分隔震结构体系振动台试验[J]. 同济大学学报(自然科学版), 2026, 54(02): 182-191+263.（EI检索）
[2] 郭小农, 王幸业, 陈劭臻, 等. 铝合金板式节点受弯滞回性能试验研究[J]. 湖南大学学报(自然科学版), 2024, 51(03): 20-30.（EI检索）
授权发明专利
[1] 一种功能分离的自复位双阶耗能支撑: 202511898064.2[P]. 2026-02-06.
[2] 一种适用于梁贯通式框架的自复位抗侧力模块: 202511695580.5[P]. 2026-01-27.
