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J. H. P. Quenneville

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. Ellis, J. S. / Shyu, C. T. / Quenneville, J. H. P. (1998): Latticed Mast Structures. In: Journal of Structural Engineering (ASCE), v. 124, n. 2 (February 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:2(203)

  2. Quenneville, J. H. P. / Mohammad, M. (2000): On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 27, n. 4 (August 2000).

    https://doi.org/10.1139/l00-020

  3. Quenneville, J. H. P. / Van Dalen, K. (1991): The enhanced performance of split-ring connections through prestressing. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 18, n. 5 (October 1991).

    https://doi.org/10.1139/l91-100

  4. Quenneville, J. H. P. / Mohammad, M. (2001): Design method for bolted connections loaded perpendicular-to-grain. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 6 (December 2001).

    https://doi.org/10.1139/l01-059

  5. Mohammad, M. / Quenneville, J. H. P. (2001): Bolted wood–steel and wood–steel–wood connections: verification of a new design approach. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 2 (April 2001).

    https://doi.org/10.1139/cjce-28-2-254

  6. 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

  7. Quenneville, J. H. P. / Charron, J. G. A. (1996): Behaviour of single and double 102 mm split ring conneotions loaded in tension. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 3 (June 1996).

    https://doi.org/10.1139/l96-869

  8. Quenneville, J. H. P. / Charron, J. G. A. (1996): Effect of end distance on the resistance of spilt ring and shear plate connectors loaded perpendicular to grain. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 5 (October 1996).

    https://doi.org/10.1139/l96-906

  9. Mohammad, M. / Karacabeyli, E. / Quenneville, J. H. P. (2003): Lateral resistance of bolted wood-to-concrete connections loaded parallel or perpendicular to grain. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 30, n. 1 (February 2003).

    https://doi.org/10.1139/l02-097

  10. Mohammad, M. / Quenneville, J. H. P. (1999): Effectiveness of Anticheck Bolts in Split Ring Connections Repair. In: Journal of Performance of Constructed Facilities (ASCE), v. 13, n. 4 (November 1999).

    https://doi.org/10.1061/(asce)0887-3828(1999)13:4(157)

  11. Quenneville, J. H. P. / Erki, M.-A. (1995): Effect of Posttensioning on Rotational Stiffness of Wood Joints. In: Journal of Structural Engineering (ASCE), v. 121, n. 1 (January 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:1(134)

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