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R. Tremblay

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. Tremblay, R. / Davaran, A. / Gélinas, A.: Stability of X-Bracing Systems with Traditional Bolted Connections. Presented at: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.232

  2. Khaled, A. / Tremblay, R. / Massicotte, B. (2011): Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions. In: Engineering Structures, v. 33, n. 8 (August 2011).

    https://doi.org/10.1016/j.engstruct.2011.04.009

  3. Jacobsen, E. / Tremblay, R. (2017): Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames. In: Thin-Walled Structures, v. 119 (October 2017).

    https://doi.org/10.1016/j.tws.2017.05.024

  4. Chen, L. / Tremblay, R. / Tirca, L. (2019): Determination of Optimum Configurations for Steel-Braced Frames with Segmental Elastic Spines. In: Journal of Structural Engineering (ASCE), v. 145, n. 11 (November 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002398

  5. Lamarche, C.-P. / Tremblay, R. / Léger, P. / Leclerc, M. / Bursi, O. S. (2010): Comparison between real-time dynamic substructuring and shake table testing techniques for nonlinear seismic applications. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 12 (10 October 2010).

    https://doi.org/10.1002/eqe.994

  6. Mastrogiuseppe, S. / Rogers, C. A. / Tremblay, R. / Nedisan, C. D. (2008): Influence of nonstructural components on roof diaphragm stiffness and fundamental periods of single-storey steel buildings. In: Journal of Constructional Steel Research, v. 64, n. 2 (February 2008).

    https://doi.org/10.1016/j.jcsr.2007.06.003

  7. Guenfoud, N. / Tremblay, R. / Rogers, C. A. (2010): Shear capacity and tension capacity of arc-spot welds for multi-overlap deck panels. In: Journal of Constructional Steel Research, v. 66, n. 8-9 (August 2010).

    https://doi.org/10.1016/j.jcsr.2010.01.018

  8. Hoveidae, N. / Tremblay, R. / Rafezy, B. / Davaran, A. (2015): Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces. In: Journal of Constructional Steel Research, v. 114 (November 2015).

    https://doi.org/10.1016/j.jcsr.2015.06.005

  9. Dehghani, M. / Tremblay, R. (2017): An analytical model for estimating restrainer design forces in bolted buckling-restrained braces. In: Journal of Constructional Steel Research, v. 138 (November 2017).

    https://doi.org/10.1016/j.jcsr.2017.07.007

  10. Chen, L. / Tremblay, R. / Tirca, L. (2019): Practical seismic design procedure for steel braced frames with segmental elastic spines. In: Journal of Constructional Steel Research, v. 153 (February 2019).

    https://doi.org/10.1016/j.jcsr.2018.10.010

  11. Chen, L. / Tremblay, R. / Tirca, L. (2019): Modular tied eccentrically braced frames for improved seismic response of tall buildings. In: Journal of Constructional Steel Research, v. 155 (April 2019).

    https://doi.org/10.1016/j.jcsr.2019.01.005

  12. Tremblay, R. / Martín, E. / Yang, W. / Rogers, C. A. (2004): Analysis, Testing and Design of Steel Roof Deck Diaphragms for Ductile Earthquake Resistance. In: Journal of Earthquake Engineering, v. 8, n. 5 ( 2004).

    https://doi.org/10.1080/13632460409350509

  13. El-Sokkary, H. / Galal, K. / Ghorbanirenani, I. / Léger, P. / Tremblay, R. (2013): Shake Table Tests on FRP-Rehabilitated RC Shear Walls. In: Journal of Composites for Construction, v. 17, n. 1 (February 2013).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000312

  14. Tremblay, R. / Filiatrault, A. (1996): Seismic Impact Loading In Inelastic Tension-only Concentrically Braced Steel Frames: Myth Or Reality?. In: Earthquake Engineering and Structural Dynamics, v. 25, n. 12 (December 1996).

    https://doi.org/10.1002/(sici)1096-9845(199612)25:12<1373::aid-eqe615>3.0.co;2-y

  15. Packer, J. A. / Chiew, S. P. / Tremblay, R. / Martinez-Saucedo, G. (2010): Effect of material properties on hollow section performance. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 163, n. 6 (December 2010).

    https://doi.org/10.1680/stbu.2010.163.6.375

  16. Braconi, A. / Salvatore, W. / Tremblay, R. / Bursi, O. S. (2007): Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 1 (January 2007).

    https://doi.org/10.1002/eqe.629

  17. Lamarche, C. P. / Bonelli, A. / Bursi, O. S. / Tremblay, R. (2009): A Rosenbrock-W method for real-time dynamic substructuring and pseudo-dynamic testing. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 9 (25 July 2009).

    https://doi.org/10.1002/eqe.884

  18. Braconi, A. / Bursi, O. S. / Fabbrocino, G. / Salvatore, W. / Tremblay, R. (2008): Seismic performance of a 3D full-scale high-ductility steel-concrete composite moment-resisting structure-Part I: Design and testing procedure. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 14 (November 2008).

    https://doi.org/10.1002/eqe.829

  19. Braconi, A. / Bursi, O. S. / Fabbrocino, G. / Salvatore, W. / Taucer, F. / Tremblay, R. (2008): Seismic performance of a 3D full-scale high-ductile steel-concrete composite moment-resisting frame-Part II: Test results and analytical validation. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 14 (November 2008).

    https://doi.org/10.1002/eqe.843

  20. Tremblay, R. / Côté, B. / Léger, P. (1999): An evaluation of P-Δ amplification factors in multistorey steel moment resisting frames. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 26, n. 5 (October 1999).

    https://doi.org/10.1139/l99-015

  21. Tremblay, R. (1998): Development of design spectra for long-duration ground motions from Cascadia subduction earthquakes. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 6 (December 1998).

    https://doi.org/10.1139/l98-028

  22. Tremblay, R. / Léger, P. / Tu, J. (2001): Inelastic seismic response of concrete shear walls considering P–delta effects. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 4 (August 2001).

    https://doi.org/10.1139/l01-029

  23. Tremblay, R. / Filiatrault, A. (1997): Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 24, n. 1 (February 1997).

    https://doi.org/10.1139/l96-084

  24. Tremblay, R. / Bolduc, P. / Neville, R. / DeVall, R. (2006): Seismic testing and performance of buckling-restrained bracing systems. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 33, n. 2 (February 2006).

    https://doi.org/10.1139/l05-103

  25. Panneton, M. / Léger, P. / Tremblay, R. (2006): Inelastic analysis of a reinforced concrete shear wall building according to the National Building Code of Canada 2005. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 33, n. 7 (July 2006).

    https://doi.org/10.1139/l06-026

  26. Tremblay, R. / Archambault, M.-H. / Filiatrault, A. (2003): Seismic Response of Concentrically Braced Steel Frames Made with Rectangular Hollow Bracing Members. In: Journal of Structural Engineering (ASCE), v. 129, n. 12 (December 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:12(1626)

  27. Christopoulos, C. / Tremblay, R. / Kim, H.-J. / Lacerte, M. (2008): Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation. In: Journal of Structural Engineering (ASCE), v. 134, n. 1 (January 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:1(96)

  28. Tremblay, R. / Dehghani, M. / Fahnestock, L. / Herrera, R. / Canales, M. / Clifton, C. / Hamid, Z. (2016): Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand. In: Structures, v. 8 (November 2016).

    https://doi.org/10.1016/j.istruc.2016.06.004

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