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Fangming Jiang

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Lin, Manfang / Li, Lingzhi / Jiang, Fangming / Ding, Yao / Yu, Fan / Dong, Fangyuan / Yu, Kequan (2024): Automated reinforcement of 3D-printed engineered cementitious composite beams. In: Automation in Construction, v. 168 (Dezember 2024).

    https://doi.org/10.1016/j.autcon.2024.105851

  2. Jiang, Fangming / Yu, Jiangtao / Bai, Yang / Ye, Junhong / Xiong, Yudong / Ma, Jiaxing / Fediuk, Roman / Yu, Kequan (2024): Enhanced shear performance of nacre-inspired masonry structure: Experiment and theoretical model. In: Case Studies in Construction Materials, v. 20 (Juli 2024).

    https://doi.org/10.1016/j.cscm.2024.e03161

  3. Xu, Ran / Wang, Yao / Jiang, Fangming / Tang, Caoming / Yu, Jiangtao (2024): Experimental and theoretical studies on the out-of-plane behavior of masonry strengthened with engineered cementitious composite. In: Construction and Building Materials, v. 416 (Februar 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.135084

  4. Dong, Fangyuan / Wang, Hanpeng / Jiang, Fangming / Xing, Qiong / Yu, Jiangtao (2022): In-plane shear behavior of masonry panels strengthened with ultra-high ductile concrete (UHDC). In: Engineering Structures, v. 252 (Februar 2022).

    https://doi.org/10.1016/j.engstruct.2021.113609

  5. Liao, Qiao / Yu, Jiangtao / Xie, Xingxing / Ye, Junhong / Jiang, Fangming (2022): Experimental study of reinforced UHDC-UHPC panels under close-in blast loading. In: Journal of Building Engineering, v. 46 (April 2022).

    https://doi.org/10.1016/j.jobe.2021.103498

  6. Dong, Fangyuan / Li, Zhanhong / Yu, Jiangtao / Jiang, Fangming / Wang, Hanpeng (2022): Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete. In: Journal of Structural Engineering (ASCE), v. 148, n. 1 (Januar 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003164

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