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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. Li, Xiao / Zhou, Zijian / Wang, Chengquan / Wang, Xinquan / Wang, Kangyu / Zhang, He / Dong, Jie / Luo, Dajiang: Experimental study on the performance of ECC-ordinary concrete-steel bar cooperative bonding interface in link slab structure. Dans: Case Studies in Construction Materials.

    https://doi.org/10.1016/j.cscm.2024.e03970

  2. Ma, Jiaxing / Wang, Meng / Wang, Chengquan / Yu, Xiaohui / Li, Bing (2023): Database of flanged reinforced concrete squat walls and its utilization based on machine learning. Dans: Structures, v. 58 (décembre 2023).

    https://doi.org/10.1016/j.istruc.2023.105649

  3. Sun, Zexuan / Zou, Yun / Wang, Chengquan / Pan, Jie / Wang, Li / Chen, Ming (2022): Study on confinement mechanism of core concrete in steel tubular-corrugated steel plate confined concrete columns. Dans: Journal of Building Engineering, v. 52 (juillet 2022).

    https://doi.org/10.1016/j.jobe.2022.104497

  4. Shen, Yonggang / Wang, Chengquan / Gan, Yong / Chen, Dongqiang / Kolli, Sumanth (2022): Effect of Strain Rate on the Compressive Behavior of Polyurethane Bonding. Dans: International Journal of Structural Stability and Dynamics, v. 22, n. 11 (avril 2022).

    https://doi.org/10.1142/s0219455422501103

  5. Wang, Chengquan / Shen, Yonggang / Zou, Yun / Zhuang, Yizhou / Li, Tianqi (2019): Analysis of Mechanical Characteristics of Steel-Concrete Composite Flat Link Slab on Simply-Supported Beam Bridge. Dans: KSCE Journal of Civil Engineering, v. 23, n. 8 (juillet 2019).

    https://doi.org/10.1007/s12205-019-1921-1

  6. Wang, Chengquan / Yun, Zou / Kang, Jinxin / Zhou, Yuan / Chen, Ming / Wu, Yichao (2019): Behavior of an Innovative Square Composite Column Made of Four Steel Tubes at the Corners and Corrugated Steel Batten Plates on all Sides. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/2971962

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