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Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P., & Leclerc, M. (juillet 2010). Real-time hybrid testing of seismic protective systems for bridge structures [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. Lien externe
El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., Tremblay, R., & Leclerc, M. (mai 2012). Shake table tests on FRP-rehabilitated RC shear walls [Communication écrite]. 6th International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-VI, Kingston, Ontario, Canada. Lien externe
Ghorbanirenani, I., Tremblay, R., El-Sokkary, H., Galal, K., Léger, P., & Leclerc, M. (juillet 2010). Shake table tests and repair of ductile slender reinforced concrete shear wall [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. Lien externe
Heniche, M., Secretan, Y., Boudreau, P., & Leclerc, M. (2002). Dynamic Tracking of Flow Boundaries in Rivers With Respect to Discharge. Journal of Hydraulic Research, 40(5), 589-602. Lien externe
Lemery, J., Ben Ftima, M., Leclerc, M., & Wang, C. (2020). The disturbed fracture process zone theory for the assessment of the asymptotic fracture energy of concrete. Engineering Fracture Mechanics, 231, 16 pages. Lien externe
Lemery, J., Ben Ftima, M., & Leclerc, M. (juin 2019). Experimental investigations on the size effect of fracture energy for concretes of hydraulic structures [Communication écrite]. 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-10), Pau, France. Lien externe
Leclerc, M., & Tremblay, R. (2013). Pull tests on aquadis faucet plastic inlets. (Rapport technique n° ST13-04). Non disponible
Léger, P., Stefan, L., & Leclerc, M. (mai 2012). Numerical modelling strategies for safety assessment and rehabilitation of concrete dams [Communication écrite]. Numerical Modeling Strategies for Sustainable Concrete Structures, Aix-en-Provence, France. Non disponible
Leclerc, M., Molinari, M., Bouaanani, N., Tremblay, R., Léger, P., & Bursi, O. (juin 2011). Effective strategies for real time hybrid simulation of near seismic collapse response of moment resisting frames [Communication écrite]. American Control Conference, ACC 2011, San Francisco, California, USA. Lien externe
Lamarche, C. P., Tremblay, R., Léger, P., Leclerc, M., & Bursi, O. S. (2010). Comparison Between Real-Time Dynamic Substructuring and Shake Table Testing Techniques for Nonlinear Seismic Applications. Earthquake Engineering & Structural Dynamics, 39(12), 1299-1320. Lien externe
Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S., & Bursi, O. (octobre 2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Léger, P., & Leclerc, M. (2007). Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams. Journal of Engineering Mechanics, 133(3), 267-277. Lien externe
Leclerc, M., Léger, P., & Tinawi, R. (2003). Computer Aided Stability Analysis of Gravity Dams - Cadam. Advances in Engineering Software, 34(7), 403-420. Lien externe
Léger, P., Leclerc, M., & Larivière, R. (2003). Seismic safety evaluation of concrete dams in Québec. International Journal on Hydropower & Dams, 10(2), 100-109. Non disponible
Léger, P., Tinawi, R., Javanmardi, F., & Leclerc, M. (janvier 2003). Transient damping and uplift pressures responses of cracked gravity dams subjected to earthquakes [Communication écrite]. International commision on large dams 21st congress, Montréal, Québec. Non disponible
Leclerc, M., Léger, P., & Tinawi, R. (janvier 2002). Computer aided stability analysis of gravity dams [Communication écrite]. 4th structural speciality conference of the canadian society for civil engineering, Montréal, Québec. Non disponible
Léger, P., Tinawi, R., & Leclerc, M. (septembre 1998). A risk based approach to assess the incidence of ice loads on small concrete dams [Communication écrite]. System stewardship for dams and reservoirs : risk & resource management toward the 21st century : first Canadian Dam Association, Halifax (Canada). Non disponible
Léger, P., Tinawi, R., Bhattacharjee, S., & Leclerc, M. (janvier 1997). Failure mechanisms of gravity dams subjected to hydrostatic overload: influence of weak lift joints [Communication écrite]. 19th Congress of the International Commission on Large Dams (ICOLD 1997), Italy. Non disponible
Leclerc, M., Langevin, J., Rocque, S., & Riopel, D. (1996). Développement d'un prototype d'initiation à la préparation des courses d'épicerie: Phases 1 & 2. Revue francophone de la déficience intellectuelle, 7(1), 29-33. Lien externe
Léger, P., & Leclerc, M. (1996). Evaluation of earthquake ground motions to predict cracking response of gravity dams. Engineering Structures, 18(3), 227-239. Lien externe
Léger, P., Tinawi, R., Leclerc, M., & Rheault, S. (octobre 1996). A progressive methodology for structural safety evaluation of gravity dams subjected to floods [Communication écrite]. Canadian dam safety conference, Niagara Falls (Canada). Non disponible
Lachkar, A., Selmani, A., Sacher, E., & Leclerc, M. (1995). Metallization of polythiophenes III. Interaction of vapor-deposited Cu and Ni with poly(3-octyloxy-methylthiophene) (P3O4MT). Synthetic Metals, 72(1), 81-88. Lien externe
Lachkar, A., Selmani, A., Sacher, E., & Leclerc, M. (1995). Metallization of polythiophenes. IV. Interaction of vapor-deposited Cu and Ni with poly[3-(1,1,1,2,2,3,3,4,4,5,5,6,6-tridecafluorononyl)thiophene] (P3TT). Synthetic Metals, 75(3), 195-200. Lien externe
Léger, P., & Leclerc, M. (juin 1995). Seismic fracture analysis of gravity dams subjected to ground motion typical of eastern Canada [Communication écrite]. Canadian Society for Civil Engineering, Annual Conference :12th Canadian Hydrotechnical Conference, 2nd Engineering Materials Symposium, 1st CSCE Construction Specialty Conference 1995, Ottawa (Canada). Non disponible
Lachkar, A., Selmani, A., Sacher, E., Leclerc, M., & Mokhliss, R. (1994). Metallization of polythiophenes I. Interaction of vapor-deposited Cu, Ag and Au with poly(3-hexylthiophene) (P3HT). Synthetic Metals, 66(3), 209-215. Lien externe
Penner, O., Bergman, B., Razavi-Darbar, S., Queen, D., Léger, P., Boivin, Y., & Leclerc, M. (avril 2017). Non-linear time domain analysis of Ruskin Dam in LS-DYNA including reservoir-foundation structure interaction [Communication écrite]. Annual Conference of the United States Society on Dams (USSD), Anaheim, California (15 pages). Non disponible
Robillard, P. N., Beaucage, A., & Leclerc, M. (janvier 1994). Tool to explicit knowledge in program design [Communication écrite]. Workshop on Software Engineering and Artificial Intelligence, Sorrento, Italy. Non disponible
Sideris, P., Filiatrault, S., Leclerc, M., & Tremblay, R. (octobre 2008). Experimental performance evaluation of inclined shelving for steel pallet type storage racks [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Willem, X., & Leclerc, M. (2013). Essais de qualification à basse température de rototypes d'isolateurs sismique Mageba - Échangeur sud du Pont Pierre-Laporte, Lévis, QC. (Rapport technique n° ST13-01). Non disponible
Tremblay, R., & Leclerc, M. (2011). Seismic testing of tibertral wall panels. (Rapport technique n° ST11-06). Non disponible
Tremblay, R., Bouaanani, N., Dion, C., Lamarche, C.-P., & Leclerc, M. (mai 2010). Simulations hybrides en temps réel sur ponts équipés de systèmes de protection sismique fabriqués au Québec [Communication écrite]. 17e Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec. Non disponible
Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., René, V., Fronteddu, L., & Rivest, S. (octobre 2008). Innovative viscously damped rocking braced steel frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K., & Palermo, D. (octobre 2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., Fronteddu, L., & Rivest, S. Seismic response of viscously damped rocking braced steel frames for building structures [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
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
Tinawi, R., Léger, P., Leclerc, M., & Cipolla, G. (janvier 2000). Seismic response of concrete gravity dams - correlations between shake table tests and numerical analyses [Communication écrite]. 12th world congress on earthquake engineering, Auckland, NZ (8 pages). Lien externe
Tinawi, R., Léger, P., Leclerc, M., & Cipolla, G. (2000). Seismic safety of gravity dams: From shake table experiments to numerical analyses. Journal of Structural Engineering, 126(4), 518-529. Lien externe
Tinawi, R., Léger, P., Leclerc, M., & Cipolla, G. (janvier 1999). Shake table experiments for cracking and sliding responses of concrete dams [Communication écrite]. 8th canadian conference on earthquake engineering, Vancouver, Canada. Lien externe
Tinawi, R., Léger, P., Leclerc, M., & Cipolla, G. (janvier 1998). Shake table tests for the seismic response of gravity dams [Communication écrite]. 11th european conference earthquake engineering, Paris, France (11 pages). Non disponible
Tinawi, R., Léger, P., Ghrib, F., Bhattacharjee, S., & Leclerc, M. (1998). Structural safety of existing concrete dams: influence of construction joints. Final report. (Rapport technique). Non disponible
