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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
Afifi, M., Tremblay, R., & Rogers, C. A. (2020, September). Slotted-Hidden-Gap (Shg) Brace Connections For Square Hollow Structural Sections For Seismic Applications [Paper]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 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
González Ureña, A., Tremblay, R., & Rogers, C. A. (2020, September). Design and performance of frames with intentionally eccentric braces [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). External link
González Ureña, A., Tremblay, R., & Rogers, C. A. (2020, September). Numerical investigation of the seismic response of square HSS braces with intentional eccentricity [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). External link
González Ureña, A., Tremblay, R., & Rogers, C. A. (2020, September). Performance under cyclic loading of square HSS braces with intentional eccentricity (BIEs) [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). External link
Mottier, P., Tremblay, R., Rogers, C. A., & Wiebe, L. (2020, September). Influence of vertical masses on the response of gravity-controlled rocking braced frames [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 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 and dynamic simulations 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 (10 pages). Published in World Conference on Earthquake Engineering proceedings, 2004. 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
Rogers, C. A., Tremblay, R., Yang, W., & Martin, E. (2004, January). Ductile design of steel roof deck diaphragms for earthquake resistance [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link
Tremblay, R., & Rogers, C. A. (2017, January). Canadian provisions for the seismic design of single-storey steel buildings with flexible roof diaphragms [Paper]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (14 pages). External link
Tremblay, R., & Rogers, C. A. (2020, September). Canadian seismic design provisions for single-storey buildings with flexible metal roof deck diaphragms [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). External link
Trudel-Languedoc, S., Tremblay, R., Shrestha, K., & Rogers, C. A. (2012, September). Seismic force and ductility demand on the braced bents of single-storey buildings with flexible roof deck diaphragms [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). 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
Wang, C. S., González Ureña, A., Afifi, M., Rudman, A., Tremblay, R., & Rogers, C. A. (2020, September). Conventional Construction Steel Braces with Bearing Plate Energy Dissipation [Paper]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). External link
Wang, C., Tremblay, R., & Rogers, C. A. (2020, September). Numerical investigation into i-shape brace connections of conventional concentrically braced frames [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). External link
