代表性成果：

*为通讯作者, #为指导学生

[1]     Guo Y., Nie X, Tao M., et al. “Bending capacity of steel-concrete-steel composite structures considering local buckling and casting imperfection”. Journal of Structural Engineering (IPF: 3.86, JCR Q1), 2019, 145(10): 04019102. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002385

[2]     Guo Y., Tao M., Nie X, et al. “Experimental and theoretical studies on the shear resistance of steel–concrete–steel composite structures with bidirectional steel webs”. Journal of Structural Engineering (IPF: 3.86, JCR Q1), 2018, 144(10): 04018172. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000021

[3]     Guo Y., Tao M., Nie X, et al. “Rigidity and moment distribution of steel-concrete composite waffle floor systems considering the spatial effect”. Engineering structures (IPF: 5.58, JCR Q1), 2017, 143: 498-510. https://doi.org/10.1016/j.engstruct.2017.04.042

[4]     Guo Y.*, Bompa D. V., Elghazouli A. Y. Nonlinear numerical assessments for the in-plane response of historic masonry walls. Engineering structures (IPF: 5.58,JCR Q1), 2022, 268: 114734. https://doi.org/10.1016/j.engstruct.2022.114734

[5]     Guo Y., Yang Y, Song S., et al. “Shear–slip failure in steel–concrete–steel composite beams with bidirectional webs”. Thin-Walled Structures (IPF: 5.88, JCR Q1), 2021, 164: 107743. https://doi.org/10.1016/j.tws.2021.107743

[6]     Guo Y., Chen J, Nie X, et al. “Investigation of the shear resistances of steel–concrete–steel composite structures with bidirectional webs”. Journal of Constructional Steel Research (IPF: 4.35, JCR Q1), 2020, 164: 105846. https://doi.org/10.1016/j.jcsr.2019.105846

[7]     Guo Y., Nie X, Tao M., et al. “Selected series method on buckling design of stiffened steel-concrete composite plates”. Journal of Constructional Steel Research (IPF: 4.35, JCR Q1), 2019, 161: 296-308. https://doi.org/10.1016/j.jcsr.2019.07.014

[8]     Guo Y., Nie X, Tao M., et al. “Shear resistance of steel–concrete–steel deep beams with bidirectional webs”. Steel and Composite Structures (IPF: 6.14, JCR Q1), 2022, 42(3): 299-313. https://doi.org/10.12989/scs.2022.42.3.299

[9]     Mujdeci A.#, Guo Y.*, Bompa D. V., et al. Axial and bending behaviour of steel tubes infilled with rubberised concrete. Thin-Walled Structures (IPF: 5.88, JCR Q1), 2022, 181: 110125. https://doi.org/10.1016/j.tws.2022.110125

[10]  Elghazouli A. Y., Mujdeci A.#, Bompa D. V., Guo Y.*. Experimental cyclic response of rubberised concrete-filled steel tubes. Journal of Constructional Steel Research (IPF: 4.35, JCR Q1), 2022, 199: 107622. https://doi.org/10.1016/j.jcsr.2022.107622

[11]  Song S., Guo Y.*, Fan, J. and Elghazouli, A.Y. “Shear Contribution of Flange Dowel Action in Steel-Concrete-Steel Composite Structures”. Thin-Walled Structures (IPF: 5.88, JCR Q1), 169 (2021), 108354. https://doi.org/10.1016/j.tws.2021.108354 https://doi.org/10.1016/j.tws.2021.108354 (corresponding author).

[12]  宋神友, 聂建国, 徐国平, 樊健生, 唐亮, 郭宇韬*. 双钢板-混凝土组合结构在沉管隧道中的发展与应用[J]. 土木工程学报, 2019(4):12.

[13]  郭宇韬*, 聂建国, 周萌. 组合梁板结构在地下车库顶盖中的应用[J]. 建筑结构, 2018, 48(19):6.

[14]  樊健生, 徐国平, 黄清飞, 唐亮, 刘洪洲, 郭宇韬, 聂鑫, 李会驰. 一种计算隔舱式双钢板-混凝土组合结构的抗弯承载力的方法（ZL201910765278.0）. 授权发明专利.

[15]  郭宇韬, 聂鑫等. 悬臂支架以及使用悬臂支架的钢-混凝土组合桥混凝土翼缘的施工方法（ZL201811488983.2 / ZL201811489002.6）. 授权发明专利.

相关成果服务于包括国家自然科学基金、深中通道重大工程等在内的科研与工程咨询项目20余项。