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Mohamed A. El Zareef ORCID

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. Ghalla, Mohamed / Badawi, Moataz / Elsamak, Galal / Ahmed, Mizan / Liang, Qing Quan / El Zareef, Mohamed A. (2024): Strengthening of reinforced concrete beams with insufficient lapped splice length of reinforcing bars. In: Engineering Structures, v. 321 (December 2024).

    https://doi.org/10.1016/j.engstruct.2024.118922

  2. Ghalla, Mohamed / Mansour, Walid / Li, Weiwen / Wang, Peng / Badawi, Moataz / El Zareef, Mohamed A. (2024): Enhancing the punching performance of two-way RC flat slabs using different configurations of embedded aluminum sections: Experimental program and numerical analysis. In: Construction and Building Materials, v. 434 (July 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.136737

  3. Mansour, Walid / Li, Weiwen / Ghalla, Mohamed / Badawi, Moataz / El Zareef, Mohamed A. (2024): Improving the punching capacity of two-way RC flat slabs via external strengthening using various configurations of aluminum sheets. In: Construction and Building Materials, v. 420 (March 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.135611

  4. El Zareef, Mohamed A. / Ghalla, Mohamed / Hu, Jong Wan / El-Demerdash, Waleed E. (2024): Damage detection of lightweight concrete dual systems reinforced with GFRP bars considering various building heights and earthquake intensities. In: Case Studies in Construction Materials, v. 20 (July 2024).

    https://doi.org/10.1016/j.cscm.2024.e03191

  5. El Zareef, Mohamed A. / Barour, Sabiha / Kaloop, Mosbeh R. / El-Demerdash, Waleed E. (2023): Unbonded Pre-Tensioned CF-Laminates Mechanically Anchored to HSC Beams as a Sustainable Repair Solution for Detachment of Bonded CF-Laminates. In: Buildings, v. 13, n. 10 (10 October 2023).

    https://doi.org/10.3390/buildings13102528

  6. El Zareef, Mohamed A. / Badawi, Moataz / Elbisy, Ahmed M. (2023): Review and validation of code expressions and developed models in last three decades estimating concrete shear strength of FRP-reinforced members without stirrups. In: Case Studies in Construction Materials, v. 19 (December 2023).

    https://doi.org/10.1016/j.cscm.2023.e02352

  7. El Zareef, Mohamed A. / Abdulrahaman, Ayman G. / Alnemari, Ahmed (2023): Experimental investigation of punching shear behaviour of ultra-high performance self-compacting concrete slabs. In: Case Studies in Construction Materials, v. 19 (December 2023).

    https://doi.org/10.1016/j.cscm.2023.e02307

  8. El Zareef, Mohamed A. / Elbisy, Moussa S. / Badawi, Moataz (2021): Evaluation of code provisions predicting the concrete shear strength of FRP-reinforced members without shear reinforcement. In: Composite Structures, v. 275 (November 2021).

    https://doi.org/10.1016/j.compstruct.2021.114430

  9. Ibrahim, Ahmed / El-Metwally, Salah E. E. / Asker, Hamed H. / El Zareef, Mohamed A. (2016): Effect of mid-thickness rebar mesh on the behavior and punching shear strength of interior slab–column connection. In: HBRC Journal, v. 12, n. 3 (December 2016).

    https://doi.org/10.1016/j.hbrcj.2014.12.003

  10. El Zareef, Mohamed A. / El Madawy, Mohamed E. / Ghannam, Mohamed (2019): Developed Mathematical Model for Indeterminate Elements with Variable Inertia and Curved Elements with Constant Cross-Section. In: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/1602565

  11. El Zareef, Mohamed A. (2016): Seismic damage assessment of multi-story lightweight concrete frame buildings reinforced with glass-fiber rods. In: Bulletin of Earthquake Engineering, v. 15, n. 4 (November 2016).

    https://doi.org/10.1007/s10518-016-0027-0

  12. El Zareef, Mohamed A. / El Madawy, Mohamed E. (2018): Optimization of infill panel for seismic response of multi-story RC frame buildings utilizing multi criteria optimization technique. In: Bulletin of Earthquake Engineering, v. 16, n. 10 (February 2018).

    https://doi.org/10.1007/s10518-018-0363-3

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