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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. Qiao, Haoyue / Tang, Liang / Zhang, Fasheng / Zhang, Yongbo / Hu, Ding / Zhao, Hang (2023): Using an Improved Response-Surface Method to Enhance the Precision of the Traditional Response Method in Bridges. Dans: Practice Periodical on Structural Design and Construction, v. 28, n. 4 (novembre 2023).

    https://doi.org/10.1061/ppscfx.sceng-1235

  2. Ma, Ke / Ren, Fuqiang / Huang, Hailong / Yang, Xiaohui / Zhang, Fasheng (2022): Experimental investigation on the dynamic mechanical properties and energy absorption mechanism of foam concrete. Dans: Construction and Building Materials, v. 342 (août 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.127927

  3. Ding, Yining / Zhang, Fasheng / Torgal, Fernando / Zhang, Yulin (2012): Shear behaviour of steel fibre reinforced self-consolidating concrete beams based on the modified compression field theory. Dans: Composite Structures, v. 94, n. 8 (juillet 2012).

    https://doi.org/10.1016/j.compstruct.2012.02.025

  4. Ning, Xiliang / Ding, Yining / Zhang, Fasheng / Zhang, Yulin (2015): Experimental study and prediction model for flexural behavior of reinforced SCC beam containing steel fibers. Dans: Construction and Building Materials, v. 93 (septembre 2015).

    https://doi.org/10.1016/j.conbuildmat.2015.06.024

  5. Zhang, Fasheng / Ding, Yining / Xu, Jing / Zhang, Yulin / Zhu, Weiqing / Shi, Yunxing (2016): Shear strength prediction for steel fiber reinforced concrete beams without stirrups. Dans: Engineering Structures, v. 127 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.012

  6. Zhu, Weiqing / Jia, Jinqing / Gao, Juncheng / Zhang, Fasheng (2016): Experimental study on steel reinforced high-strength concrete columns under cyclic lateral force and constant axial load. Dans: Engineering Structures, v. 125 (octobre 2016).

    https://doi.org/10.1016/j.engstruct.2016.07.018

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