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Documents dont l'auteur est "Rogers, Colin A."

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Nombre de documents: 28

Article de revue

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. Lien externe

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. Lien externe

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). Lien externe

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. Lien externe

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. Lien externe

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. Lien externe

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). Lien externe

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. Lien externe

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. Lien externe

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. Lien externe

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. Lien externe

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. Lien externe

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. Lien externe

Communication écrite

Gonzales Urena, A., Tremblay, R., & Rogers, C. A. (juin 2022). Suitability of frames with intentionally eccentric braces as the seismic-force-resisting system of high-rise buildings [Communication écrite]. Canadian Conference - Pacific Conference on Earthquake Engineering (CCEE - PCEE 2023), Vancouver, British Columbia, Canada (9 pages). Lien externe

Wang, C. S., González Ureña, A., Afifi, M., Rudman, A., Tremblay, R., & Rogers, C. A. (septembre 2020). Conventional Construction Steel Braces with Bearing Plate Energy Dissipation [Communication écrite]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

González Ureña, A., Tremblay, R., & Rogers, C. A. (septembre 2020). Design and performance of frames with intentionally eccentric braces [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

Mottier, P., Tremblay, R., Rogers, C. A., & Wiebe, L. (septembre 2020). Influence of vertical masses on the response of gravity-controlled rocking braced frames [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

Wang, C., Tremblay, R., & Rogers, C. A. (septembre 2020). Numerical investigation into i-shape brace connections of conventional concentrically braced frames [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

González Ureña, A., Tremblay, R., & Rogers, C. A. (septembre 2020). Numerical investigation of the seismic response of square HSS braces with intentional eccentricity [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

González Ureña, A., Tremblay, R., & Rogers, C. A. (septembre 2020). Performance under cyclic loading of square HSS braces with intentional eccentricity (BIEs) [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

Afifi, M., Tremblay, R., & Rogers, C. A. (septembre 2020). Slotted-Hidden-Gap (Shg) Brace Connections For Square Hollow Structural Sections For Seismic Applications [Communication écrite]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). Lien externe

Tremblay, R., & Rogers, C. A. (janvier 2017). Canadian provisions for the seismic design of single-storey steel buildings with flexible roof diaphragms [Communication écrite]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (14 pages). Lien externe

Tremblay, R., & Rogers, C. A. (septembre 2020). Canadian seismic design provisions for single-storey buildings with flexible metal roof deck diaphragms [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Lien externe

Trudel-Languedoc, S., Tremblay, R., Shrestha, K., & Rogers, C. A. (septembre 2012). Seismic force and ductility demand on the braced bents of single-storey buildings with flexible roof deck diaphragms [Communication écrite]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). Lien externe

Tremblay, R., & Rogers, C. A. (septembre 2011). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms : a Canadian perspective [Communication écrite]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Non disponible

Rogers, C. A., Tremblay, R., Yang, W., & Martin, E. (janvier 2004). Ductile design of steel roof deck diaphragms for earthquake resistance [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe

Paultre, P., Proulx, J., Ventura, C. E., Tremblay, R., Rogers, C. A., Lamarche, C.-P., & Turek, M. (août 2004). Experimental investigation and dynamic simulations of low-rise steel buildings for efficient seismic design [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada (10 pages). Publié dans World Conference on Earthquake Engineering proceedings, 2004. Lien externe

Tremblay, R., Rogers, C. A., Gignac, P., & Degrange, G. (janvier 2002). Variables affecting the shear-bond resistance of composite floor deck systems [Communication écrite]. 16th international specialty conference on cold formed steel structures, Orlando, FL. Lien externe

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