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M. T. Hanna

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. Li, Z. / Hanna, M. T. / Ádány, S. / Schafer, B. W. (2011): Impact of basis, orthogonalization, and normalization on the constrained Finite Strip Method for stability solutions of open thin-walled members. In: Thin-Walled Structures, v. 49, n. 9 (September 2011).

    https://doi.org/10.1016/j.tws.2011.04.003

  2. El Aghoury, M. A. / Salem, A. H. / Hanna, M. T. / Amoush, E. A. (2013): Ultimate capacity of battened columns composed of four equal slender angles. In: Thin-Walled Structures, v. 63 (February 2013).

    https://doi.org/10.1016/j.tws.2012.07.019

  3. El Aghoury, M. A. / Salem, A. H. / Hanna, M. T. / Amoush, E. A. (2010): Experimental investigation for the behaviour of battened beam-columns composed of four equal slender angles. In: Thin-Walled Structures, v. 48, n. 9 (September 2010).

    https://doi.org/10.1016/j.tws.2010.03.007

  4. El Aghoury, M. / Hanna, M. T. (2008): Shear-bending interaction strength of locally buckled I-sections. In: Steel and Composite Structures, v. 8, n. 2 (April 2008).

    https://doi.org/10.12989/scs.2008.8.2.145

  5. Gendy, Bassem L. / Hanna, M. T. (2017): Effect of geometric imperfections on the ultimate moment capacity of cold-formed sigma-shape sections. In: HBRC Journal, v. 13, n. 2 (August 2017).

    https://doi.org/10.1016/j.hbrcj.2015.04.006

  6. Salem, A. H. / El Aghoury, M. / El Dib, F. F. / Hanna, M. T. (2004): Ultimate capacity of I-slender section columns. In: Journal of Constructional Steel Research, v. 60, n. 8 (August 2004).

    https://doi.org/10.1016/j.jcsr.2003.10.003

  7. Hanna, M. T. (2015): Failure loads of web panels loaded in pure shear. In: Journal of Constructional Steel Research, v. 105 (February 2015).

    https://doi.org/10.1016/j.jcsr.2014.10.021

  8. El Aghoury, M. A. / Salem, A. H. / Hanna, M. T. / Amoush, E. A. (2015): Strength of cold formed battened columns subjected to eccentric axial compressive force. In: Journal of Constructional Steel Research, v. 113 (October 2015).

    https://doi.org/10.1016/j.jcsr.2015.04.008

  9. Salem, A. H. / El Aghoury, M. / El Dib, F. F. / Hanna, M. T. (2007): Strength of biaxially loaded slender I-section beam-columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 34, n. 2 (February 2007).

    https://doi.org/10.1139/l06-091

  10. Aghoury, M. El. / Hanna, M. T. / Amoush, E. A. (2017): 07.36: Strength of combined sigma cold formed section columns. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.224

  11. Salem, A. H. / El Dib, F. F. / El Aghoury, M. / Hanna, M. T. (2004): Elastic Stability of Planar Steel Frames with Unsymmetrical Beam Loading. In: Journal of Structural Engineering (ASCE), v. 130, n. 11 (November 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:11(1852)

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