Documents publiés en "2002"

Chicoine, T., Massicotte, B., & Tremblay, R. (2002). Long term behaviour and strength of partially-encased composite columns made with built up steel shapes. Journal of Structural Engineering, 129(2), 141-150. Lien externe

Chicoine, T., Tremblay, R., & Massicotte, B. (2002). Finite element modelling and design of partially encased composite columns. Steel and Composite Structures, 2(3), 171-194. Lien externe

Chicoine, T., Tremblay, R., Massicotte, B., Ricles, J. M., & Lu, L. W. (2002). Behavior and Strength of Partially Encased Composite Columns With Built-up Shapes. Journal of Structural Engineering, 128(3), 279-288. Lien externe

Essa, H., Tremblay, R., & Rogers, C. (janvier 2002). Inelastic seismic response of metal roof deck diaphragms for steel buildings structures [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible

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

Tinawi, R., Tremblay, R., & Degrange, G. (2002). Évaluation de la performance d'un poutrage métallique soumis à des chutes d'objets. (Rapport technique n° P2807/ST02-13). Non disponible

Tremblay, R. (2002). Down aisle testing of rack structures strengthened with damotech base systems. (Rapport technique n° 02-38). Non disponible

Tremblay, R. (2002). Essais de développement d'un transmetteur de chocs sismiques. (Rapport technique n° 02-11). Non disponible

Tremblay, R. (2002). Étude préliminaire du comportement sismique d'un contreventement en acier de type Split-X construit avec diagonales en tension seulement. (Rapport technique). Non disponible

Tremblay, R. (2002). EWR newark parking structure in lot E - cyclic testing on beam-to-column moment connections. (Rapport technique n° EPM-GCS-2002-01). Non disponible

Tremblay, R. (2002). Inelastic Seismic Response of Steel Bracing Members. Journal of Constructional Steel Research, 58(5-8), 665-701. Lien externe

Tremblay, R. (2002). Push-out tests on steel member - concrete floor assemblies for composite action. (Rapport technique n° 01-15). Non disponible

Tremblay, R., & Bouatay, N. (janvier 2002). Loading protocols for the seismic testing of ductile bracing members in concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible

Tremblay, R., & Lacerte, M. (janvier 2002). Influence of the properties of bracing members on the seismic response of concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible

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

Tremblay, R., Rogers, C., & Nedisan, C. (janvier 2002). Use of uniform hazard spectrum and computed period in the seismic design of single-storey steel structures [Communication écrite]. 7th U.S. national conference on earthquake engineering, Boston, MA. Non disponible

Tremblay, R., Rogers, C., Essa, H., & Martin, É. (janvier 2002). Dissipating seismic input energy in low-rise steel buildings through inelastic deformations in the metal roof deck diaphragm [Communication écrite]. 4th CSCE structural specialty conference, Montréal, Québec. Non disponible