[1] Hu HS*, Yang ZJ, Xu L, Zhang YX, Gao YC. Axial compressive behavior of square concrete-filled steel tube columns with high-strength steel fiber-reinforced concrete. Engineering Structures, 2023, 285: 116047. (SCI)

[2] Hu HS*, Chen ZX, Wang HZ, Guo ZX. Seismic behavior of square spiral-confined high-strength concrete-filled steel tube columns under high axial load ratio. Engineering Structures, 2022, 252: 113600.(SCI)

[3] Hu HS*, Lin F, Xu LW, Gao YC, Guo ZX. Peak sliding displacements of sliding base structures subjected to earthquake excitation. Journal of Structural Engineering-ASCE, 2022, 148(3): 04021286.（SCI）

[4] Wang RT, Hu HS*, Guo ZX. Analytical study of stiffened multibay planar coupled shear walls. Engineering Structures, 2021, 244: 112770. (SCI)

[5] Hu HS*, Lin K, Shahrooz BM, Guo ZX. Revisiting the composite action in axially loaded circular CFST columns through direct measurement of load components. Engineering Structures, 2021, 235: 112066. (SCI)

[6] Hu HS*, Xu L, Guo ZX, Shahrooz BM. Behavior of eccentrically loaded square spiral-confined high-strength concrete-filled steel tube columns. Engineering Structures, 2020, 216: 110743. 

[7] Hu HS*, Lin F, Gao YC, Guo ZX, Wang C. Maximum superstructure response of sliding-base structures under earthquake excitation. Journal of Structural Engineering-ASCE, 2020, 146(7): 04020131. 

[8] Hu HS*, Fang PP, Liu Y, Guo ZX, Shahrooz BM. Local buckling of steel plates in composite members with tie bars under axial compression. Engineering Structures, 2020, 205: 110097. 

[9] Hu HS*, Wang HZ, Guo ZX, Shahrooz BM. Axial compressive behavior of square spiral-confined high-strength concrete-filled steel-tube columns. Journal of Structural Engineering-ASCE, 2020, 146(7): 04020136. 

[10] Hu HS*, Wang RT, Guo ZX, Shahrooz BM. A generalized method for estimating drifts and drift components of tall buildings under lateral loading. The Structural Design of Tall and Special Buildings, 2020, 29: e1688. 

[11] Hu HS*, Liu Y, Zhuo BT, Guo ZX, Shahrooz BM. Axial Compressive Behavior of Square CFST Columns through Direct Measurement of Load Components. Journal of Structural Engineering-ASCE, 2018, 144(11): 04018201. (SCI, 专业顶级期刊)

[12] Hu HS*, Nakashima M. Responses of two-degree-of-freedom sliding base systems subjected to harmonic ground motions. Journal of Structural Engineering-ASCE, 2017, 143(2): 04016173. (SCI, 专业顶级期刊)

[13] Hu HS, Nie JG*, Fan JS, Tao MX, Wang YH, Li SY. Seismic behavior of CFST-enhanced steel plate-reinforced concrete shear walls. Journal of Constructional Steel Research, 2016, 119: 176-189. (SCI, 专业权威期刊)

[14] Hu HS*, Nie JG, Wang YH. Shear capacity of concrete-filled steel plate composite coupling beams. Journal of Constructional Steel Research, 2016, 118: 76-90. (SCI, 专业权威期刊)

[15] Hu HS*, Nie JG, Wang YH. Effective stiffness of rectangular concrete filled steel tubular members. Journal of Constructional Steel Research, 2016, 116: 233-246. (SCI, 专业权威期刊)

[16] Hu HS*, Nie JG, Wang YH. Theoretical analysis of simply supported channel girder bridges. Structural Engineering and Mechanics, 2015, 56(2): 241-256. (SCI, 专业权威期刊)

[17] Hu HS*, Nie JG. Numerical study of concrete-filled steel plate composite coupling beams. Thin-Walled Structures, 2015, 96: 139-154. (SCI, 专业权威期刊)

[18] Hu HS, Nie JG*, Eatherton MR. Deformation capacity of concrete-filled steel plate composite shear walls. Journal of Constructional Steel Research, 2014, 103: 148-158. (SCI, 专业权威期刊)

[19] Hu HS, Nie JG*, Eatherton MR. Internal force and deformation of concrete-filled steel plate composite coupling beams. Journal of Constructional Steel Research, 2014, 92: 150-163. (SCI, 专业权威期刊)

[20] Nie JG*, Hu HS, Eatherton MR. Concrete filled steel plate composite coupling beams: Experimental study. Journal of Constructional Steel Research, 2014, 94: 49-63. (SCI, 专业权威期刊)

[21] Nie JG, Hu HS*, Fan JS, Tao MX, Li SY, Liu FJ. Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls. Journal of Constructional Steel Research, 2013, 88: 206-219. (SCI, 专业权威期刊)

[22] Barbagallo F*, Hamashima I, Hu HS, Kurata M, Nakashima M. Base Shear Capping Buildings with Graphite-Lubricated Bases for Collapse Prevention in Extreme Earthquakes. Earthquake Engineering and Structural dynamics, 2017, 46:1003-1021. (SCI, 专业权威期刊)

[23] Bai Y, Hu HS, Wang J, Sun Q. Modeling on collapse behaviour of high-rise concrete-filled steel composite frames under over-design seismic excitations. Structure and Infrastructure Engineering, 2017, 13(12): 1563-1575. (SCI)

[24] Ji X*, Zhang M, Kang H, Qian J, Hu HS. Effect of cumulative seismic damage to steel tube-reinforced concrete composite columns. Earthquakes and Structures, 2014, 7(2): 179-199. (SCI)

[25] Wang YH*, Nie JG, Hu HS. Stability of steel-concrete composite beams with full openings in concrete flange. Materials and Structures, 2016, 49(12): 5117-5130. (SCI)

[26] Liu Y*, Chen H, Guo Z, Hu HS. Seismic performance of subassemblies with composite wall and replaceable steel coupling beam. Journal of Asian Architecture and Building Engineering, 2020, 19(2): 123-137. (SCI)

[27] 聂建国, 胡红松, 李盛勇, 等. 方钢管混凝土暗柱内嵌钢板-混凝土组合剪力墙抗震性能试验研究. 建筑结构学报, 2013, 34(1): 52-60. (EI)

[28] 胡红松, 聂建国. 双钢板-混凝土组合剪力墙变形能力分析. 建筑结构学报, 2013, 34(5): 52-62. (EI)

[29] 聂建国, 胡红松. 外包钢板-混凝土组合连梁试验研究（I）：抗震性能. 建筑结构学报, 2014, 35(5): 1-9. (EI)

[30] 胡红松, 聂建国. 外包钢板-混凝土组合连梁试验研究（II）：应力与内力分析. 建筑结构学报, 2014, 35(5): 10-16. (EI)

[31] 胡红松, 聂建国. 外包钢板-混凝土组合连梁非线性有限元分析: 传力与变形机理研究. 建筑结构学报, 2014, 35(8): 57-64. (EI)

[32] 胡红松, 聂建国. 外包钢板-混凝土组合连梁刚度分析. 建筑结构学报, 2014, 35(8): 65-71. (EI)

[33] 胡红松，林康，刘阳，郭子雄. 方钢管混凝土中钢管和混凝土抗压强度研究. 建筑结构学报, 40(02): 165-172 (EI)

[34] 陈振新, 胡红松, 许力, 王浩祚, 张斌. 内配螺旋箍筋方钢管超高强混凝土柱抗震性能试验研究[J]. 建筑结构学报, 2021, 42(S2): 288-294. (EI)

[35] 胡红松, 徐礼文, 林凡, 高毅超, 郭子雄. 两自由度滑移隔震体系的上部结构最大地震反应分析[J]. 建筑结构学报, 2023, 44(01): 23-32. (EI)

[36] 张斌, 胡红松, 杨朱金. 方钢管超高强钢纤维混凝土柱轴压性能研究[J/OL]. 建筑材料学报, 1-11[2022-12-06]. (EI)