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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Su, Yanli / Shang, Jiaqi / Jin, Chenhua / Zhang, Pu / Sheikh, Shamim Ahmed / Wu, Chang (2025): Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork. In: Journal of Composites for Construction, v. 29, n. 1 (February 2025).

    https://doi.org/10.1061/jccof2.cceng-4835

  2. Su, Yanli / Wu, Chang / Wang, Guolin / Shang, Jiaqi / Zhang, Pu (2024): Hybrid strengthening of RC beams with externally bonded carbon fiber reinforced polymer laminate and engineered cementitious composites transition layer. In: Advances in Structural Engineering, v. 27, n. 11 (May 2024).

    https://doi.org/10.1177/13694332241255748

  3. Zhang, Pu / Su, Yanli / Shang, Jiaqi / Xu, Zhongchen / Hao, Tong / Wu, Chang / Sheikh, Shamim Ahmed (2024): Flexural behavior of RC beams strengthened with CFRP sheets and ECC material. In: Structures, v. 61 (March 2024).

    https://doi.org/10.1016/j.istruc.2024.106015

  4. Pan, Zuanfeng / Qiao, Zhi / Si, Doudou / Shang, Jiaqi (2023): Experimental investigation and numerical simulation on uniaxial tensile behavior of hybrid PVA-ECC. In: Construction and Building Materials, v. 398 (September 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.132517

  5. Pan, Zuanfeng / Wang, Hao / Yang, Yichao / Li, Wendi / Shang, Jiaqi / Gu, Zhengyu (2023): The Effect of Preload Loss on the Mechanical Properties of Grid Structure Connected with Bolted-Ball Joints. In: Buildings, v. 13, n. 5 (27 April 2023).

    https://doi.org/10.3390/buildings13051178

  6. Zhang, Pu / Shang, Jiaqi / Liu, Ye / Shao, Jinggan / Gao, Danying / Dong, Zhiqiang / Sheikh, Shamim Ahmed (2022): Flexural behavior of GFRP bar-reinforced concrete beams with U-shaped UHPC stay-in-place formworks. In: Journal of Building Engineering, v. 45 (January 2022).

    https://doi.org/10.1016/j.jobe.2021.103403

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