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Publicité

Sherief S. S. Sakla

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. Sakla, Sherief S. S. (2005): Performance of the AISC LRFD Specification in Predicting the Capacity of Eccentrically Loaded Single-Angle Struts. Dans: Engineering Journal, v. 42, n. 4 (décembre 2005).

    https://doi.org/10.62913/engj.v42i4.861

  2. Sakla, Sherief S. S. (2001): Tables for the Design Strength of Eccentrically-Loaded Single Angle Struts. Dans: Engineering Journal, v. 38, n. 3 (septembre 2001).

    https://doi.org/10.62913/engj.v38i3.759

  3. Sakla, Sherief S. S. / Wahba, Yohanna M. F. / Madugula, Murty K. S. (1999): Spliced Axially-Loaded Single-Angle Members in Compression. Dans: Engineering Journal, v. 36, n. 1 (mars 1999).

    https://doi.org/10.62913/engj.v36i1.716

  4. Sakla, Sherief S. S. (2004): Neural network modeling of the load-carrying capacity of eccentrically-loaded single-angle struts. Dans: Journal of Constructional Steel Research, v. 60, n. 7 (juillet 2004).

    https://doi.org/10.1016/j.jcsr.2003.09.006

  5. Sakr, Mohammed A. / Sakla, Sherief S. S. (2008): Long-term deflection of cracked composite beams with nonlinear partial shear interaction: I — Finite element modeling. Dans: Journal of Constructional Steel Research, v. 64, n. 12 (décembre 2008).

    https://doi.org/10.1016/j.jcsr.2008.01.003

  6. Sakla, Sherief S. S. / Elbeltagi, Emad (2003): Design of steel roofs subjected to drifted snow using genetic optimization. Dans: Computers & Structures, v. 81, n. 6 (mars 2003).

    https://doi.org/10.1016/s0045-7949(03)00017-8

  7. Sakla, Sherief S. S. / Ashour, Ashraf F. (2005): Prediction of tensile capacity of single adhesive anchors using neural networks. Dans: Computers & Structures, v. 83, n. 21-22 (août 2005).

    https://doi.org/10.1016/j.compstruc.2005.02.008

  8. Sakr, Mohammed A. / Sakla, Sherief S. S. (2009): Long-term deflection of cracked composite beams with nonlinear partial shear interaction — A study using neural networks. Dans: Engineering Structures, v. 31, n. 12 (décembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.07.027

  9. Temple, Murray C. / Sakla, Sherief S. S. (1998): Single-angle compression members welded by one leg to a gusset plate. I. Experimental study. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 3 (juin 1998).

    https://doi.org/10.1139/l97-116

  10. Temple, Murray C. / Sakla, Sherief S. S. (1998): Single-angle compression members welded by one leg to a gusset plate. II. A parametric study and design equation. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 3 (juin 1998).

    https://doi.org/10.1139/l97-118

  11. Temple, Murray C. / Sakla, Sherief S. S. / Stchyrba, David / Ellis, Douglas (1994): Arrangement of interconnectors for starred angle compression members. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 1 (février 1994).

    https://doi.org/10.1139/l94-007

  12. Temple, Murray C. / Sakla, Sherief S. S. (1994): Balanced and unbalanced welds for angle compression members. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 3 (juin 1994).

    https://doi.org/10.1139/l94-043

  13. Temple, Murray C. / Sakla, Sherief S. S. (1996): Considerations for the design of single-angle compression members attached by one leg. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 1 (février 1996).

    https://doi.org/10.1139/l96-030

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