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Publicité

Guochang Li

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. Li, Guochang / Zhang, Qi / Fang, Chen (2024): Performance of eccentrically loaded ultra-high-strength concrete-filled Q770 steel tubular columns with varying slenderness ratios: Experimental and numerical investigations. Dans: Journal of Constructional Steel Research, v. 213 (février 2024).

    https://doi.org/10.1016/j.jcsr.2023.108412

  2. Li, Guochang / Wang, Jialong / Fang, Chen / Li, Xiao / Zhou, Yue (2023): Performance of CFST members internally strengthened with I-shaped CFRP under impact load. Dans: Journal of Constructional Steel Research, v. 211 (décembre 2023).

    https://doi.org/10.1016/j.jcsr.2023.108132

  3. Li, Guochang / Zhang, Zijian / Fang, Chen / Li, Xiao / Wang, Jialong (2023): Lateral impact resistance of CFST cantilever members stiffened with encased I-shaped CFRP. Dans: Journal of Constructional Steel Research, v. 211 (décembre 2023).

    https://doi.org/10.1016/j.jcsr.2023.108191

  4. Li, Guochang / Li, Jiaqi / Fang, Chen / Yang, Zhijian (2023): Seismic performance of two-story three-bay reinforced concrete frame equipped with K-configured buckling restrained braces. Dans: Journal of Building Engineering, v. 74 (septembre 2023).

    https://doi.org/10.1016/j.jobe.2023.106904

  5. Li, Guochang / Liu, Xinhe / Yang, Zhijian / Fang, Chen / Ge, Hanbin / Liu, Yaopeng (2022): Testing, modeling, and design of square CFST columns internally reinforced by pultruded CFRP profile under axial compression. Dans: Engineering Structures, v. 273 (décembre 2022).

    https://doi.org/10.1016/j.engstruct.2022.115110

  6. Yang, Zhijian / Lei, Yueqiang / Li, Guochang (2022): Experimental and Finite Element Analysis of Shear Behavior of Prestressed High-Strength Concrete Piles. Dans: International Journal of Civil Engineering, v. 21, n. 2 (octobre 2022).

    https://doi.org/10.1007/s40999-022-00748-7

  7. Li, Guochang / Sun, Xing / Yang, Zhijian / Fang, Chen / Qiu, Zengmei (2022): Buckling behavior of slender square concrete filled steel tubular columns strengthened with CFRP profile under combined compression and bending. Dans: Journal of Building Engineering, v. 53 (août 2022).

    https://doi.org/10.1016/j.jobe.2022.104563

  8. Li, Guochang / Sun, Xing / Yang, Zhijian / Fang, Chen / Chen, Bowen / Ge, Hanbin / Liu, Yaopeng (2021): Structural performance of concrete-filled square steel tubular columns encased with I-shaped CFRP under eccentric compression. Dans: Engineering Structures, v. 248 (décembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.113254

  9. Li, Guochang / Yang, Yu / Yang, Zhijian / Fang, Chen / Ge, Hanbin / Liu, Yaopeng (2021): Mechanical behavior of high-strength concrete filled high-strength steel tubular stub columns stiffened with encased I-shaped CFRP profile under axial compression. Dans: Composite Structures, v. 275 (novembre 2021).

    https://doi.org/10.1016/j.compstruct.2021.114504

  10. Lu, Zhengran / Guo, Chao / Li, Guochang (2021): Air void and ring gap effect on CFST arch bridges dynamic performance. Dans: Journal of Constructional Steel Research, v. 177 (février 2021).

    https://doi.org/10.1016/j.jcsr.2020.106418

  11. Li, Guochang / Zhan, Zhichang / Yang, Zhijian / Fang, Chen / Yang, Yu (2020): Behavior of concrete-filled square steel tubular stub columns stiffened with encased I-section CFRP profile under biaxial bending. Dans: Journal of Constructional Steel Research, v. 169 (juin 2020).

    https://doi.org/10.1016/j.jcsr.2020.106065

  12. Li, Guochang / Yang, Zhijain / Lang, Yan / Fang, Chen (2016): Behavior of CFST columns with inner CFRP tubeunder biaxial eccentric loading. Dans: Steel and Composite Structures, v. 22, n. 6 (décembre 2016).

    https://doi.org/10.12989/scs.2016.22.6.1487

  13. Li, Guochang / Fang, Chen / An, Yuwei / Zhao, Xing (2015): Seismic behavior of rebar-penetrated joint between GCFST column and RGC beam. Dans: Steel and Composite Structures, v. 19, n. 3 (septembre 2015).

    https://doi.org/10.12989/scs.2015.19.3.547

  14. Zhang, Haixia / Liu, He / Li, Guochang / Ning, Xin (2019): Seismic Performance of Encased Steel Plate-Reinforced Gangue Concrete Composite Shear Walls. Dans: KSCE Journal of Civil Engineering, v. 23, n. 7 (avril 2019).

    https://doi.org/10.1007/s12205-019-0286-9

  15. Li, Guochang / Liu, Di / Yang, Zhijian / Zhang, Chunyu (2017): Flexural behavior of high strength concrete filled high strength square steel tube. Dans: Journal of Constructional Steel Research, v. 128 (janvier 2017).

    https://doi.org/10.1016/j.jcsr.2016.10.007

  16. Yang, Zhijian / Li, Guochang / Wang, Wenjin (2018): Experimental Investigation and Nonlinear Finite Element Analysis on Seismic Performance of PHC Piles. Dans: Structural Engineering International, v. 28, n. 4 (octobre 2018).

    https://doi.org/10.1080/10168664.2018.1462672

  17. Yang, Zhijian / Li, Guochang / Lang, Yan / Fang, Chen (2017): Flexural behavior of high strength concrete filled square steel tube with inner CFRP circular tube. Dans: KSCE Journal of Civil Engineering, v. 21, n. 7 (mai 2017).

    https://doi.org/10.1007/s12205-017-0579-9

  18. Li, Guochang / Yu, Hongping / Fang, Chen (2013): Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams. Dans: Frontiers of Structural and Civil Engineering, v. 7, n. 3 (août 2013).

    https://doi.org/10.1007/s11709-013-0217-7

  19. Li, Guochang / Zhang, Ranrui / Yang, Zhijian / Zhou, Bing (2017): Finite Element Analysis on Mechanical Performance of Middle Long CFST Column with Inner I-Shaped CFRP Profile under Axial Loading. Dans: Structures, v. 9 (février 2017).

    https://doi.org/10.1016/j.istruc.2016.09.007

  20. Li, Guochang / Wang, Ye / Yang, Zhijian / Fang, Chen (2018): Shear Behaviour of Novel T-Stub Connection between Steel Frames and Precast Reinforced Concrete Shear Walls. Dans: International Journal of Steel Structures, v. 18, n. 1 ( 2018).

    https://doi.org/10.1007/s13296-018-0309-2

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