* Corresponding author, # Supervised student
[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] Guo Y.*, Fan J., Nie J. Shear modeling of the compartment steel-concrete-steel composite structures. 7th ACEE, Bangkok, Thailand, 22-25 Nov., 2018.
[13] Guo Y., Fan J., Nie J. The new trend of compartment steel-concrete-steel composite structures inimmersed tunnels. 9th ICASS, Hong Kong, China, 5-7 Dec., 2018.
[14] Guo Y.*, Tao M., Nie X., etc. Parameterized grillage model and computational method of steel-concrete composite waffle floor systems based on numerical simulation. 13th WCCM, New York, US, 22-27 Jul., 2018.
[15] Guo Y.*, Nie J., Fan J., etc. The application of steel-concrete-steel composite structures in immersed tunnels. IABSE-Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 Apr., 2018