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Christopoulos, C., Léger, P., & Filiatrault, A. (2003). Sliding response of gravity dams including vertical seismic accelerations. Journal of earthquake engineering and engineering vibration, 2(2), 189-200. Lien externe
Christopoulos, C. (1998). A study on the characteristics of vertical accelerations and their effects on civil engineering structures [Mémoire de maîtrise, École Polytechnique de Montréal]. Disponible
De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., Gray, M. G., & Willibald, S. (2011). Tubular brace members with cast steel connectors under seismic loading: Hohlprofilstreben mit Verbindungselementen aus Stahlguss unter Erdbebenbelastung. Stahlbau, 80(7), 513-519. Lien externe
Koval, V., Christopoulos, C., & Tremblay, R. (septembre 2017). A new pulse-based E-R- method for predicting the peak seismic response of highly nonlinear bridge structures [Communication écrite]. 39th IABSE Symposium : Engineering the Future, Vancouver, BC. Lien externe
Koval, V., Christopoulos, C., & Tremblay, R. (2016). Improvements to the simplified analysis method for the design of seismically isolated bridges in CSA-s6-14. Canadian Journal of Civil Engineering, 43(10), 897-907. Lien externe
Mansour, N., Christopoulos, C., & Tremblay, R. (2011). Experimental validation of replaceable shear links for eccentrically braced steel frames. Journal of Structural Engineering, 137(10), 1141-1152. Lien externe
Martinez-Saucedo, G., Packer, J. A., & Christopoulos, C. (2008). Gusset Plate Connections to Circular Hollow Section Braces Under Inelastic Cyclic Loading. Journal of Structural Engineering-Asce, 134(7), 1252-1258. Lien externe
Shen, Y., Christopoulos, C., Mansour, N., & Tremblay, R. (2011). Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links. Journal of Structural Engineering, 137(10), 1107-1117. Lien externe
Tremblay, R., & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements. (Brevet no US8250818). Lien externe
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1053-1068. Lien externe
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1069-1086. Lien externe
