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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Rafi, Muhammad Masood / Khan, Sher (2024): Influence of Loading Direction on Compressive Strength of Concrete Block Masonry. Dans: Practice Periodical on Structural Design and Construction, v. 29, n. 4 (novembre 2024).

    https://doi.org/10.1061/ppscfx.sceng-1487

  2. Rafi, Muhammad Masood / Khan, Sher / Bhutto, Muhammad Aslam (2024): Experimental Assessment of Compressive and Shear Behavior of Adobe Masonry. Dans: Journal of Materials in Civil Engineering (ASCE), v. 36, n. 6 (juin 2024).

    https://doi.org/10.1061/jmcee7.mteng-17451

  3. Rafi, Muhammad Masood / Khan, Sher (2024): Assessing Mechanical Properties of Concrete Block Masonry under Uniaxial Compression for Design Applications. Dans: Journal of Materials in Civil Engineering (ASCE), v. 36, n. 4 (avril 2024).

    https://doi.org/10.1061/jmcee7.mteng-16417

  4. Rafi, Muhammad Masood / Khan, Sher (2024): Shear Strength of Concrete Block Masonry Using Direct Shear Test. Dans: ACI Structural Journal, v. 121, n. 2 (mars 2024).

    https://doi.org/10.14359/51740247

  5. Rafi, Muhammad Masood / Khan, Sher / Bhutto, Muhammad Aslam (2023): Experimental Assessment of Mechanical Properties of Adobe Masonry. Dans: Journal of Materials in Civil Engineering (ASCE), v. 35, n. 9 (septembre 2023).

    https://doi.org/10.1061/jmcee7.mteng-15430

  6. Khan, Sher / Melville, Bruce W. / Shamseldin, Asaad Y. / Fischer, Christoph (2013): Investigation of Flow Patterns in Storm Water Retention Ponds using CFD. Dans: Journal of Environmental Engineering (ASCE), v. 139, n. 1 (janvier 2013).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000540

  7. Khan, Sher / Melville, Bruce W. / Shamseldin, Asaad (2013): Design of Storm-Water Retention Ponds with Floating Treatment Wetlands. Dans: Journal of Environmental Engineering (ASCE), v. 139, n. 11 (novembre 2013).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000748

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