Documents publiés en "2012"

B

Bretas, E. M., Léger, P., & Lemos, J. V. (2012). 3D stability analysis of gravity dams on sloped rock foundations using the limit equilibrium method. Computers and Geotechnics, 44, 147-156. Lien externe

C

Cherfaoui, A., Nour, A., Gocevski, V., & Léger, P. (septembre 2012). CANDU 6 reactor building: floor response spectra considering seismic wave incoherency [Communication écrite]. 15th World Conference on Earthquake engineering, Lisbonne, Portugal. Lien externe

Cherfaoui, A., Nour, A., Gocevski, V., & Léger, P. (septembre 2012). Seismic fragility analyses of a CANDU 6 reactor building nuclear power plant [Communication écrite]. 15th World Conference on Earthquake engineering, Lisbonne, Portugal. Lien externe

E

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

G

Ghorbanirenani, I., Tremblay, R., Léger, P., & Leclerc, M. (2012). Shake table testing of slender RC shear walls subjected to eastern North America seismic ground motions. Journal of Structural Engineering, 138(12), 1515-1529. Lien externe

J

Jehel, P., Ibrahimbegovic, A., & Léger, P. (septembre 2012). Efficient fiber frame element and constitutive law for quantifying the energy dissipated by different inelastic mechanisms explicitly modeled in seismic time-history analyses [Communication écrite]. 15th World Conference on Earthquake engineering, Lisbonne, Portugal. Lien externe

L

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

S

Stefan, L., & Léger, P. (2012). Elastic Sectional Stress Analysis of Variable Section Piers Subjected to Three-Dimensional Loads. Computers & Structures, 90-91(1), 28-41. Lien externe

Stefan, L., & Léger, P. (2012). Three-dimensional hydromechanical sectional analysis of cracked nonprismatic concrete spillway piers. Journal of Structural Engineering, 138(11), 1310-1320. Lien externe