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Afifi, M., Tremblay, R., & Rogers, C. A. (2023). Design and Detailing Recommendations of Slotted-Hidden-Gap Connection for Square HSS Brace Members. Journal of Structural Engineering, 149(2), 23 pages. External link
Afifi, M., Tremblay, R., & Rogers, C. A. (2022). Numerical & experimental investigation of slotted-hidden-gap connection for square HSS brace members. Journal of Constructional Steel Research, 192, 107234 (17 pages). External link
Afifi, M., Moreau, R., Tremblay, R., & Rogers, C. A. (2021). Evaluation of the slotted-hidden-gap (SHG) connection for square HSS brace members. Journal of Constructional Steel Research, 179, 106548 (16 pages). External link
Gonzales Urena, A., Tremblay, R., & Rogers, C. A. (2022, June). Suitability of frames with intentionally eccentric braces as the seismic-force-resisting system of high-rise buildings [Paper]. Canadian Conference - Pacific Conference on Earthquake Engineering (CCEE - PCEE 2023), Vancouver, British Columbia, Canada (9 pages). External link
González Ureña, A., Tremblay, R., & Rogers, C. A. (2022). Experimental and numerical study of square HSS BIEs under cyclic loading. Engineering Structures, 252, 20 pages. External link
González Ureña, A., Tremblay, R., & Rogers, C. A. (2021). Earthquake-resistant design of steel frames with intentionally eccentric braces. Journal of Constructional Steel Research, 178, 18 pages. External link
Mottier, P., Tremblay, R., & Rogers, C. A. (2018). Shake table test of a half-scale 2-storey steel building seismically retrofitted using rocking braced frame system. Key Engineering Materials, 763, 466-474. External link
Massarelli, R., Franquet, J.-E., Shrestha, K., Tremblay, R., & Rogers, C. A. (2012). Seismic Testing and Retrofit of Steel Deck Roof Diaphragms for Building Structures. Thin-Walled Structures, 61, 239-247. External link
Paultre, P., Proulx, J., Ventura, C. E., Tremblay, R., Rogers, C. A., Lamarche, C.-P., & Turek, M. (2004, August). Experimental investigation of low-rise steel buildings for efficient seismic design [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link
Rudman, A., Tremblay, R., & Rogers, C. A. (2021). Conventional I-shape brace member bolted connections under seismic loading: Laboratory study. Journal of Constructional Steel Research, 184, 15 pages. External link
Rogers, C. A., & Tremblay, R. (2010). Impact of diaphragm behavior on the seismic design of low-rise steel buildings. Engineering Journal, 47(1), 21-36. External link
Tremblay, R., & Rogers, C. A. (2011). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms - a Canadian perspective. Steel Construction - Design and Research, 4(4), 242-250. External link
Tremblay, R., & Rogers, C. A. (2011, September). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms : a Canadian perspective [Paper]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Unavailable
Tremblay, R., Rogers, C. A., Gignac, P., & Degrange, G. (2002, January). Variables affecting the shear-bond resistance of composite floor deck systems [Paper]. 16th international specialty conference on cold formed steel structures, Orlando, FL. External link
Wang, C., Tremblay, R., & Rogers, C. A. (2021). Component-based model for bolted brace connections in conventional concentrically braced frames. Engineering Structures, 247, 17 pages. External link
Wang, C., Rudman, A., Tremblay, R., & Rogers, C. A. (2021). Numerical investigation into I-shape brace connections of conventional concentrically braced frames. Engineering Structures, 236, 14 pages. External link
Wang, C., Tremblay, R., & Rogers, C. A. (2021). Parametric study on the I-shape brace connection of conventional concentrically braced frames. Journal of Constructional Steel Research, 182, 16 pages. External link
