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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. External link
Christopoulos, C., Léger, P., & Filiatrault, A. (2000, January). Generation of vertical accelerations for seismic sliding response of gravity dams [Paper]. 12th world congress on earthquake engineering, Auckland, NZ (8 pages). External link
Christopoulos, C. (1998). A study on the characteristics of vertical accelerations and their effects on civil engineering structures [Master's thesis, École Polytechnique de Montréal]. Available
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. External link
Erochko, J., Christopoulos, C., & Tremblay, R. (2013, June). Detailed component modelling of a self-centering energy dissipative brace system [Paper]. 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013) & 4th ECCOMAS thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Kos Island, Greece. External link
Erochko, J., Christopoulos, C., & Tremblay, R. (2012, September). Design and testing of an enhanced-elongation telescoping self-centering energy-dissipative (T-SCED) brace [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). External link
Koval, V., Christopoulos, C., & Tremblay, R. (2017, September). A new pulse-based E-R- method for predicting the peak seismic response of highly nonlinear bridge structures [Paper]. 39th IABSE Symposium : Engineering the Future, Vancouver, BC. External link
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. External link
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. External link
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. External link
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. External link
Tremblay, R., & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements. (Patent no. US8250818). External link
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. External link
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. External link
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2012, September). Modelling inherent damping for rocking systems: results of large-scale shake table testing [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). External link
