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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Sun, Yun / Song, Da / Cai, Qi / Liu, Yangbing / Sun, Shuxuan / Yang, Yuting (2024): Theoretical Analysis of the Plastic Property for Equal Angle Sections Subjected to Axial Force and Biaxial Bending. Dans: Buildings, v. 14, n. 7 (2 juillet 2024).

    https://doi.org/10.3390/buildings14072153

  2. Feng, Ruo-Qiang / Wang, Xi / Chen, Yao / Cai, Qi (2018): Static performance of double-ring joints for freeform single-layer grid shells subjected to a bending moment and shear force. Dans: Thin-Walled Structures, v. 131 (octobre 2018).

    https://doi.org/10.1016/j.tws.2018.06.038

  3. Cai, Qi / Song, Xiaobin / Xiao, Xuwen / Gu, Xianglin (2024): Lateral hysteretic behavior of precast concrete shear walls with unjointed vertical distribution bars and opening. Dans: Engineering Structures, v. 305 (avril 2024).

    https://doi.org/10.1016/j.engstruct.2024.117762

  4. He, Fujiangshan / Feng, Ruoqiang / Cai, Qi (2024): Topology optimization of truss structures considering local buckling stability. Dans: Computers & Structures, v. 294 (avril 2024).

    https://doi.org/10.1016/j.compstruc.2024.107273

  5. Zhao, Zhongwei / Yu, Duo / Zhang, Tongrui / Cai, Qi (2022): Intelligent design algorithm for branching structures based on updated force density method. Dans: Journal of Building Engineering, v. 57 (octobre 2022).

    https://doi.org/10.1016/j.jobe.2022.104858

  6. Zhang, Jiawei / Huang, Weidong / Zhang, Yuan / Cai, Qi / Yan, Chuanqi / Lv, Quan (2021): Investigation on the durability of OGFC-5 ultra-thin friction course with different mixes. Dans: Construction and Building Materials, v. 288 (juin 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.123049

  7. Cai, Qi / Feng, Ruoqiang / Zhang, Zhijie (2022): Topology optimization of trusses incorporating practical local buckling stability considerations. Dans: Structures, v. 41 (juillet 2022).

    https://doi.org/10.1016/j.istruc.2022.05.109

  8. Cai, Qi / Feng, Ruoqiang / Zhang, Zhijie (2022): Topology optimization of truss structure considering nodal stability and local buckling stability. Dans: Structures, v. 40 (juin 2022).

    https://doi.org/10.1016/j.istruc.2022.04.008

  9. Cai, Qi / He, Linwei / Xie, Yimin / Feng, Ruoqiang / Ma, Jiaming (2021): Simple and effective strategies to generate diverse designs for truss structures. Dans: Structures, v. 32 (août 2021).

    https://doi.org/10.1016/j.istruc.2021.03.010

  10. Zhang, Jiawei / Huang, Weidong / Hao, Gengren / Yan, Chuanqi / Lv, Quan / Cai, Qi (2021): Evaluation of open-grade friction course (OGFC) mixtures with high content SBS polymer modified asphalt. Dans: Construction and Building Materials, v. 270 (février 2021).

    https://doi.org/10.1016/j.conbuildmat.2020.121374

  11. Xu, Xiyan / Sun, Shibo / Liu, Wei / Higueras García, Ester / He, Li / Cai, Qi / Xu, Sijing / Wang, Jingjing / Zhu, Jianning (2017): The cooling and energy saving effect of landscape design parameters of urban park in summer: A case of Beijing, China. Dans: Energy and Buildings, v. 149 (août 2017).

    https://doi.org/10.1016/j.enbuild.2017.05.052

  12. Song, Xiaobin / Cai, Qi / Li, Yeqi / Li, Chenzhi (2020): Bond behavior between steel bars and carbon nanotube modified concrete. Dans: Construction and Building Materials, v. 255 (septembre 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.119339

  13. Feng, Ruo-Qiang / Cai, Qi / Ma, Ying / Yan, Gui-rong (2020): Shear analysis of self-drilling screw connections of CFS walls with steel sheathing. Dans: Journal of Constructional Steel Research, v. 167 (avril 2020).

    https://doi.org/10.1016/j.jcsr.2019.105842

  14. Feng, Ruo-Qiang / Cai, Qi / Ma, Ying / Liu, Shen / Yan, Gui-rong (2020): Simulation study on shear resistance of new cold-formed-steel-framed shear walls sheathed with steel sheet and gypsum boards. Dans: Advances in Structural Engineering, v. 23, n. 9 (février 2020).

    https://doi.org/10.1177/1369433219900681

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