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

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Nombre de documents: 22

B

Bond, W. F., Rogers, C., & Tremblay, R. (janvier 2001). Seismic performance of arc-spot weld deck-to-frame connections [Communication écrite]. 3rd International conference on thin Wall Structures, Cracow, Poland. Non disponible

E

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

M

Moreau, R., Rogers, C., & Tremblay, R. (mai 2013). Experimental testing of conventional HSS slotted tube-to-gusset plate connections loaded under static and dynamic strain rates [Communication écrite]. Canadian Society for Civil Engineering, CSCE 2013. Annual Conference, Montréal, Québec. Lien externe

N

Nedisan, C., Tremblay, R., & Rogers, C. (2001). Seismic design of single-storey steel structures - comparative study of base shears: NBC1995 vs NBC2004. (Rapport technique). Non disponible

R

Rogers, C., & Tremblay, R. Impact of diaphragm behaviour on the seismic design of low-rise steel buildings [Communication écrite]. North American Steel Construction Conference, Nashville, TN. Lien externe

Rogers, C., & Tremblay, R. (janvier 2000). Evaluation of steel roof diaphragm sidelap connections subjected to seismic loading [Communication écrite]. 7th International Symposium on Structural Failure and Plasticity (IMPLAST 2000), Melbourne, Australia. Lien externe

Rogers, C., & Tremblay, R. (2000). Inelastic seismic response of frame and sidelap fasteners for steel roof decks. (Rapport technique n° 00-09). Non disponible

Rogers, C., & Tremblay, R. (août 2000). Inelastic seismic response of frame fasteners for steel roof decks [Communication écrite]. STESSA 2000 conf, Montréal, Québec. Lien externe

Rahal, A., Bosisio, R., Sawan, M., Rogers, C., & Ovey, J. (août 1996). Multi-stack quantum barrier varactor frequency triplers, an efficient way for MM-wave power generation [Communication écrite]. Symposium on Antenna Technology and Applied Electromagnetics (ANTEM 1996), Montréal, Québec. Lien externe

Rahal, A., Bosisio, R., Boch, E., Rogers, C., & Ovey, J. (août 1996). Planar V-band frequency tripler for indoor communication systems [Communication écrite]. Millimeter and submillimeter waves. 3rd Conference, Denver, CO, USA. Lien externe

Rahal, A., Boch, E., Rogers, C., Ovey, J., & Bosisio, R. (1995). Planar multi-stack quantum barrier varactor tripler evaluation at W-band. Electronics Letters, 31(23), 2022-2023. Lien externe

Rahal, A., Bosisio, R., Rogers, C., Ovey, J., Sawan, M., & Missous, M. (1995). W-band medium power multi-stack quantum barrier varactor frequency tripler. IEEE Microwave and Guided Wave Letters, 5(11), 368-370. Lien externe

T

Tremblay, R., Rogers, C., Lamarche, C.-P., Nedisan, C., Franquet, J., Masarelli, R., & Shrestha, K. (octobre 2008). Dynamic seismic testing of large size steel deck diaphragm low-rise building applications [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe

Tremblay, R., & Rogers, C. (2005). Impact of capacity design provisions and period limitations on the seismic design of low-rise steel buildings. International Journal of Steel Structures, 5(1), 1-22. Non disponible

Tremblay, R., & Rogers, C. Influence of seismic design requirements and building period on the design of low-rise steel buildings [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China. Lien externe

Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B., & Rogers, C. Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings [Communication écrite]. 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan. Non disponible

Tremblay, R., Martin, E., & Rogers, C. (juin 2003). Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe

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

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., Degrange, G., & Rogers, C. (2001). Shear bond resistance of the canam P-3606 and P-3623 composite floor deck systems. (Rapport technique n° 01-05). Non disponible

Tremblay, R., Rogers, C., & Degrange, G. (2000). Evaluation of the shear bond resistances of the canam P3615 composite floor deck system. (Rapport technique n° EPM-GCS-2000-16). Non disponible

Tremblay, R., & Rogers, C. (1999). Reconnaissance report on the september 21, 1999 Chi-Chi (Taiwan) earthquake. (Rapport technique). Non disponible

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