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Sherief S. S. Sakla

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

  1. Sakla, Sherief S. S. (2005): Performance of the AISC LRFD Specification in Predicting the Capacity of Eccentrically Loaded Single-Angle Struts. In: Engineering Journal, v. 42, n. 4 (Dezember 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. In: Engineering Journal, v. 38, n. 3 (September 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. In: Engineering Journal, v. 36, n. 1 (März 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. In: Journal of Constructional Steel Research, v. 60, n. 7 (Juli 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. In: Journal of Constructional Steel Research, v. 64, n. 12 (Dezember 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. In: Computers & Structures, v. 81, n. 6 (März 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. In: Computers & Structures, v. 83, n. 21-22 (August 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. In: Engineering Structures, v. 31, n. 12 (Dezember 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 3 (Juni 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 3 (Juni 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 1 (Februar 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 3 (Juni 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. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 1 (Februar 1996).

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

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