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Mohamed Zakaria

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

  1. Saleh, Mona / AlHamaydeh, Mohammad / Zakaria, Mohamed (2023): Finite element analysis of reinforced concrete deep beams with square web openings using damage plasticity model. In: Engineering Structures, v. 278 (März 2023).

    https://doi.org/10.1016/j.engstruct.2022.115496

  2. Saleh, Mona / AlHamaydeh, Mohammad / Zakaria, Mohamed (2023): Shear capacity prediction for reinforced concrete deep beams with web openings using artificial intelligence methods. In: Engineering Structures, v. 280 (April 2023).

    https://doi.org/10.1016/j.engstruct.2023.115675

  3. Ali, Osama / Zakaria, Mohamed / Riahi, Hassen / Bigaud, David (2021): Probabilistic calibration of the strength reduction factor for the design of rectangular short concrete columns reinforced with FRP bars under eccentric axial loading – Update of ACI 440 rules. In: Journal of Building Engineering, v. 43 (November 2021).

    https://doi.org/10.1016/j.jobe.2021.103096

  4. Zhang, Wenyan / Zakaria, Mohamed / Hama, Yukio (2013): Influence of aggregate materials characteristics on the drying shrinkage properties of mortar and concrete. In: Construction and Building Materials, v. 49 (Dezember 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.08.069

  5. Na, Seung Hyun / Hama, Yukio / Taniguchi, Madoka / Katsura, Osamu / Sagawa, Takahiro / Zakaria, Mohamed (2012): Experimental Investigation on Reaction Rate and Self-healing Ability in Fly Ash Blended Cement Mixtures. In: Journal of Advanced Concrete Technology, v. 10, n. 7 ( 2012).

    https://doi.org/10.3151/jact.10.240

  6. Zakaria, Mohamed / Ueda, Tamon / Wu, Zhimin / Meng, Liang (2009): Experimental Investigation on Shear Cracking Behavior in Reinforced Concrete Beams with Shear Reinforcement. In: Journal of Advanced Concrete Technology, v. 7, n. 1 ( 2009).

    https://doi.org/10.3151/jact.7.79

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