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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. Erki, M. A. / Rosner, C. N. / Dutta, A. (2008): Design of Glass-Fibre-Reinforced Plastic Bolted Connections. In: Computer-Aided Civil and Infrastructure Engineering, v. 8, n. 5 (November 2008).

    https://doi.org/10.1111/j.1467-8667.1993.tb00222.x

  2. Erki, M. A. / Meier, U. (1999): Impact Loading of Concrete Beams Externally Strengthened with CFRP Laminates. In: Journal of Composites for Construction, v. 3, n. 3 (August 1999).

    https://doi.org/10.1061/(asce)1090-0268(1999)3:3(117)

  3. Heffernan, P. J. / Erki, M. A. (2004): Fatigue Behavior of Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced Plastic Laminates. In: Journal of Composites for Construction, v. 8, n. 2 (April 2004).

    https://doi.org/10.1061/(asce)1090-0268(2004)8:2(132)

  4. Bizindavyi, L. / Neale, K. W. / Erki, M. A. (2003): Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading. In: Journal of Composites for Construction, v. 7, n. 2 (May 2003).

    https://doi.org/10.1061/(asce)1090-0268(2003)7:2(127)

  5. Wight, R. G. / Erki, M. A. (2003): Prestressed CFRP Sheets for Strengthening Concrete Slabs in Fatigue. In: Advances in Structural Engineering, v. 6, n. 3 (August 2003).

    https://doi.org/10.1260/136943303322419205

  6. Erki, M. A. (1991): Modelling the load–slip behaviour of timber joints with mechanical fasteners. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 18, n. 4 (August 1991).

    https://doi.org/10.1139/l91-074

  7. McKay, K. S. / Erki, M. A. (1993): Flexural behaviour of concrete beams pretensioned with aramid fibre reinforced plastic tendons. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 20, n. 4 (August 1993).

    https://doi.org/10.1139/l93-085

  8. McKay, K. S. / Erki, M. A. (1993): Grouted anchorages for aramid fibre reinforced plastic prestressing tendons. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 20, n. 6 (December 1993).

    https://doi.org/10.1139/l93-137

  9. Kodur, V. K. R. / Erki, M. A. / Quenneville, J. H. P. (1995): Seismic design and analysis of masonry-infilled frames. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 22, n. 3 (June 1995).

    https://doi.org/10.1139/l95-066

  10. Erki, M. A. (1995): Bolted glass-fibre-reinforced plastic joints. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 22, n. 4 (August 1995).

    https://doi.org/10.1139/l95-084

  11. McKenna, J. K. / Erki, M. A. (1994): Strengthening of reinforced concrete flexural members using externally applied steel plates and fibre composite sheets — a survey. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 1 (February 1994).

    https://doi.org/10.1139/l94-002

  12. Heffernan, P. J. / Erki, M. A. (1996): Equivalent capacity and efficiency of reinforced concrete beams strengthened with carbon fibre reinforced plastic sheets. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 1 (February 1996).

    https://doi.org/10.1139/l96-003

  13. Wight, R. G. / Erki, M. A. / Shyu, C. T. / Tanovic, R. / Heffernan, P. J. (2006): Development of FRP Short-Span Deployable Bridge—Experimental Results. In: Journal of Bridge Engineering (ASCE), v. 11, n. 4 (July 2006).

    https://doi.org/10.1061/(asce)1084-0702(2006)11:4(489)

  14. Fu, H. C. / Erki, M. A. / Seckin, M. (1991): Review of Effects of Loading Rate on Concrete in Compression. In: Journal of Structural Engineering (ASCE), v. 117, n. 12 (December 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:12(3645)

  15. Fu, H. C. / Erki, M. A. / Seckin, M. (1991): Review of Effects of Loading Rate on Reinforced Concrete. In: Journal of Structural Engineering (ASCE), v. 117, n. 12 (December 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:12(3660)

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