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

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Nombre de documents: 21

A

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). Non disponible

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Bakhti, F., Tremblay, R., & Rogers, C. A. (septembre 2013). In-plane shear flexibility evaluation of fastened steel flat plate by numerical simulation considering the interaction between connectors and thin plate [Communication écrite]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa. Non disponible

E

Essa, H. S., Tremblay, R., & Rogers, C. A. (2003). Behavior of Roof Deck Diaphragms Under Quasistatic Cyclic Loading. Journal of Structural Engineering, 129(12), 1658-1666. Lien externe

Essa, H. S., Tremblay, R., & Rogers, C. A. (2001). Inelastic seismic behavior of steel deck roof diaphragms under quasi-static cyclic loading. (Rapport technique n° EPM-GCS-2001-11). Non disponible

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Guenfoud, N., Tremblay, R., & Rogers, C. A. (2010). Shear Capacity and Tension Capacity of Arc-Spot Welds for Multi-Overlap Deck Panels. Journal of Constructional Steel Research, 66(8-9), 1018-1029. Lien externe

M

Moreau, R., Rogers, C. A., & Tremblay, R. (juillet 2014). Inelastic performance of the "Modified-Hidden-Gap" connection for square HSS brace members [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe

Mirzaei, A., Rogers, C. A., & Tremblay, R. (septembre 2013). Finite element modelling of shear tab connections including damage simulation [Communication écrite]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa. Non disponible

Mirzaei, A., Rogers, C. A., & Tremblay, R. (mai 2013). Full-scale testing of shear tab connections subjected to combined axial and shear forces [Communication écrite]. Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe

Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R., & Rogers, C. A. (septembre 2011). Dynamic tests of 0.76 to 1.21 mm steel deck diaphragms for single-storey buildings [Communication écrite]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Non disponible

Marosi, M., D'Aronco, M., Tremblay, R., & Rogers, C. A. (août 2011). Multi-row bolted beam to column shear tab connections [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Non disponible

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. Journal of Constructional Steel Research, 64(2), 214-227. Lien externe

Mastrogiuseppe, S., Rogers, C. A., Tremblay, R., & Nedisan, C. D. (octobre 2006). Influence of Non-Structural Components on Roof Diaphragm Stiffness of Single-Storey Steel Buildings [Communication écrite]. 18th International Specialty Conference on Cold Formed Steel Structures, Orlando, Florida. Lien externe

P

Peuler, M., Rogers, C. A., & Tremblay, R. (janvier 2002). Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragms [Communication écrite]. 16th international specialty conference on cold formed steel structures, Orlando, FL. Lien externe

R

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

Rogers, C. A., & Tremblay, R. (2003). Inelastic Seismic Response of Frame Fasteners for Steel Roof Deck Diaphragms. Journal of Structural Engineering, 129(12), 1647-1657. Lien externe

Rogers, C. A., & Tremblay, R. (2003). Inelastic Seismic Response of Side Lap Fasteners for Steel Roof Deck Diaphragms. Journal of Structural Engineering, 129(12), 1637-1646. Lien externe

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Trudel-Languedoc, S., Tremblay, R., & Rogers, C. A. (juillet 2014). Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe

Tremblay, R., St-Onge, E., Rogers, C. A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Gray, M. G., Christopoulos, C., & Packer, J. (août 2011). Overview of ductile seismic brace fuse systems in Canada [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Non disponible

Tremblay, R., Martin, E., Yang, W., & Rogers, C. A. (2004). Analysis, Testing and Design of Steel Roof Deck Diaphragms for Ductile Earthquake Resistance. Journal of Earthquake Engineering, 8(5), 775-816. Lien externe

Tremblay, R., Rogers, C. A., & Nedisan, C. Seismic Torsional Response of Single-Storey Steel Structures With Flexible Roof Diaphragms [Communication écrite]. Advances in Structures, Vols 1 and 2. Lien externe

W

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). Non disponible

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