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Mohamed Elsharawy 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. Elsharawy, Mohamed (2024): The Effect of 3D Interference of Shallow Foundation on Settlement and Its Impacts on Building Structures. In: Civil Engineering and Architecture, v. 12 ( 2024).

    https://doi.org/10.13189/cea.2024.121311

  2. Elsharawy, Mohamed / Islam, A. B. M. Saiful (2024): Cost Effectiveness and SWOT Analysis of Using Conventional or Light-Weight Concrete Materials in Buildings Rested on Weak Soils. In: Civil Engineering and Architecture, v. 12, n. 2 (March 2024).

    https://doi.org/10.13189/cea.2024.120238

  3. Mahmoud, Sayed / Saleem, Muhammad / Hasanain, Amal / El-Sokkary, H.y / Elsharawy, Mohamed / genidy, Magdy / Abd-Elhamed, Ayman (2022): Structural Response and Damage Evaluation of a Typical Highrise RC Building in Dubai Under an Earthquake with Single and Multiple Peaks. In: Journal of Civil Engineering and Management, v. 28, n. 7 (22 June 2022).

    https://doi.org/10.3846/jcem.2022.16957

  4. El-Sokkary, Hossam / Elsharawy, Mohamed (2022): Impact of Revised Seismic Hazard Values in NBCC 2015 on RC Shear Wall Buildings. In: Journal of Architectural Engineering (ASCE), v. 28, n. 3 (September 2022).

    https://doi.org/10.1061/(asce)ae.1943-5568.0000547

  5. Kaloop, Mosbeh R. / Kim, Kyoung-Ho / Elsharawy, Mohamed / Zarzoura, Fawzi / Hu, Jong Wan (2019): Performance Assessment Using a Field Test of a Short-Period Monitoring System: Tun Bridge Case Study. In: Structural Engineering International, v. 29, n. 4 (October 2019).

    https://doi.org/10.1080/10168664.2019.1632160

  6. Elsharawy, Mohamed / Galal, Khaled / Stathopoulos, Ted (2015): Torsional and shear wind loads on flat-roofed buildings. In: Engineering Structures, v. 84 (February 2015).

    https://doi.org/10.1016/j.engstruct.2014.11.028

  7. Elsharawy, Mohamed / Galal, Khaled / Stathopoulos, Ted (2014): Design Wind Loads Including Torsion for Rectangular Buildings with Horizontal Aspect Ratio of 1.6. In: Journal of Structural Engineering (ASCE), v. 140, n. 4 (April 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000974

  8. Elsharawy, Mohamed / Galal, Khaled / Stathopoulos, Ted (2014): Comparison of wind tunnel measurements with NBCC 2010 wind-induced torsion provisions for low- and medium-rise buildings. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 41, n. 5 (May 2014).

    https://doi.org/10.1139/cjce-2013-0239

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