 | Monter d'un niveau |
Filiatrault, A., & Tremblay, R. (1998). Design of Tension-Only Concentrically Braced Steel Frames for Seismic Induced Impact Loading. Engineering Structures, 20(12), 1087-1096. Lien externe
Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (janvier 1998). Experimental research using the earthquake simulation facility at École Polytechnique [Communication écrite]. Annual conference of the canadian society for civil engineers, Halifax, NS, Canada. Non disponible
Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (juin 1998). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal [Communication écrite]. 2nd Structural Speciality Conference, Halifax, N.S., Canada. Non disponible
Kar, R., Filiatrault, A., & Tremblay, R. (janvier 1998). Energy dissipation device for seismic control of structures [Communication écrite]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA. Non disponible
Robert, N., & Tremblay, R. (janvier 1998). Earthquake induced forces in tension-only concentrically braced steel frames [Communication écrite]. 6th U.S. nat. conf. on nearthquake eng, Seattle, USA. Non disponible
Tremblay, R. (1998). Centrale de Beauharnois, Hydro-Québec - Vérification des efforts prescrits pour le calcul des assemblages des pièces des contreventements verticaux de la charpente métallique. (Rapport technique). Non disponible
Tremblay, R. (janvier 1998). Design spectra for long duration cascadia subduction earthquakes [Communication écrite]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA. Non disponible
Tremblay, R. (1998). Development of Design Spectra for Long-Duration Ground Motions From Cascadia Subduction Earthquakes. Canadian Journal of Civil Engineering, 25(6), 1078-1090. Lien externe
Tremblay, R., & Degrange, G. (1998). Push-out tests on a proposed hambro joist top chord. (Rapport technique n° 98-11). Non disponible
Tremblay, R., & Degrange, G. (1998). Vérification expérimentale d'un système de contreventement avec diagonales latéralement supportées. (Rapport technique n° 98-10). Non disponible
Tremblay, R., & Sylvestri, V. (1998). Musée Canadien de la nature, Rapport d'expertise sur la conception parasismique de la structure et des fondations du bâtiment. (Rapport technique). Non disponible
Tremblay, R., Duval, C., & Léger, P. (1998). Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors. Dans Usami, T., & Itoh, Y. (édit.), Stability and ductility of steel structures (p. 103-118). Lien externe
Tremblay, R., Filiatrault, A., & Kremmidas, S. (1998). Near filed seismic response of steel moment resisting frame retrofitted with passive friction energy dissipating systems. ISET Journal of earthquake technology, 35(4), 243-262. Lien externe
Tremblay, R., Massicotte, B., Filion, I., & Maranda, R. (janvier 1998). Experimental study on the behaviour of partially encased composite columns made with light welded H steel shapes under compressive axial loads [Communication écrite]. SSRC annual technical session & meeting, Atlanta, GA, USA. Non disponible
