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Pierre Léger (249)

  • Articles de revue (106)
    • 2022
      • Article de revue
        Freitas, M., Ben Ftima, M., Léger, P. & Bouaanani, N. (2022). Three-dimensional failure envelope of concrete dam shear keys. Engineering Structures, 269, 16 pages. Tiré de https://doi.org/10.1016/j.engstruct.2022.114766
    • 2021
      • Article de revue
        Chambreuil, C., Giry, C., Ragueneau, F. & Léger, P. (2021). Seismic energy dissipation in reinforced concrete beam: investigating damping formulations. European Journal of Environmental and Civil Engineering, 27 pages. Tiré de https://doi.org/10.1080/19648189.2021.2009380
      • Article de revue
        Freitas, M., Favre, E., Leger, P. & Pedroso, L.J. (2021). Stability evaluation of overtopped hydraulic structures using computational fluid dynamics. Canadian Journal of Civil Engineering, 48(3), 341-346. Tiré de https://doi.org/10.1139/cjce-2019-0287
    • 2020
      • Article de revue
        Léger, P. (2020). Book review: Earthquake engineering for concrete dams: Analysis, design, and evaluation. Earthquake Spectra, 37(2), 1223-1226. Tiré de https://doi.org/10.1177/8755293020970983
      • Article de revue
        Roth, S.-N., Leger, P. & Soulaimani, A. (2020). Fully-coupled hydro-mechanical cracking using XFEM in 3D for application to complex flow in discontinuities including drainage system. Computer Methods in Applied Mechanics and Engineering, 370, 35 pages. Tiré de https://doi.org/10.1016/j.cma.2020.113282
      • Article de revue
        Roth, S.-N., Leger, P. & Soulaimani, A. (2020). Strongly coupled XFEM formulation for non-planar three-dimensional simulation of hydraulic fracturing with emphasis on concrete dams. Computer Methods in Applied Mechanics and Engineering, 363, 36 pages. Tiré de https://doi.org/10.1016/j.cma.2020.112899
      • Article de revue
        Ben Ftima, M., Lafrance, S. & Léger, P. (2020). Three-dimensional modelling of shear keys in concrete gravity dams using an advanced grillage method. Water Science and Engineering, 13(3), 223-232. Tiré de https://doi.org/10.1016/j.wse.2020.09.003
    • 2019
      • Article de revue
        Choiniere, M., Paultre, P. & Leger, P. (2019). Influence of soil-structure interaction on seismic demands in shear wall building gravity load frames. Engineering Structures, 198, 15 pages. Tiré de https://doi.org/10.1016/j.engstruct.2019.05.100
    • 2018
      • Article de revue
        Cordier, M. & Léger, P. (2018). Structural stability of gravity dams: a progressive assessment considering uncertainties in shear strength parameters. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 12(2), 109-122. Tiré de https://doi.org/10.1080/17499518.2017.1395464
    • 2017
      • Article de revue
        Beauchamp, J., Paultre, P. & Leger, P. (2017). A simple method for determining seismic demands on gravity load frames. Canadian Journal of Civil Engineering, 44(8), 661-673. Tiré de https://doi.org/10.1139/cjce-2016-0034
      • Article de revue
        Mao, Y., Tremblay, R., Leger, P. & Li, J. (2017). New Simplified Method for Designing Seismically Isolated Highway Bridges with Massive Piers. Journal of Bridge Engineering, 22(8). Tiré de https://doi.org/10.1061/(ASCE)BE.1943-5592.0001084
      • Article de revue
        Vulliet, F., Ben Ftima, M. & Léger, P. (2017). Stability of cracked concrete hydraulic structures by nonlinear quasi-static explicit finite element and 3D limit equilibrium methods. Computers & Structures, 184, 25-35. Tiré de https://doi.org/10.1016/j.compstruc.2017.02.007
    • 2016
      • Article de revue
        Nour, A., Cherfaoui, A., Gocevski, V. & Leger, P. (2016). Probabilistic seismic safety assessment of a CANDU 6 nuclear power plant including ambient vibration tests: Case study. Nuclear Engineering and Design, 304, 125-138. Tiré de https://doi.org/10.1016/j.nucengdes.2016.05.004
    • 2015
      • Article de revue
        Roth, S.-N., Léger, P. & Soulamani, A. (2015). A combined XFEM-damage mechanics approach for concrete crack propagation. Computer Methods in Applied Mechanics and Engineering, 283, 923-955. Tiré de https://doi.org/10.1016/j.cma.2014.10.043
      • Article de revue
        Roth, S.-N., Lacombe, A., Léger, P. & Soulaimani, A. (2015). Coupled hydro-mechanical cracking of concrete arch dams considering drainage efficiency. Dam Engineering, 25(4), 13 pages.
      • Article de revue
        Roy, J., Tremblay, R. & Leger, P. (2015). Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions. Earthquakes and Structures, 8(2), 423-442. Tiré de https://doi.org/10.12989/eas.2015.8.2.423
    • 2014
      • Article de revue
        Daneshvar, P., Bouaanani, N. & Léger, P. (2014). Application of conditional mean spectra for evaluation of a building's seismic response in Eastern Canada. Canadian Journal of Civil Engineering, 41(8), 769-773. Tiré de https://doi.org/10.1139/cjce-2013-0241
      • Article de revue
        Lefrançois, A., Léger, P. & Bouaanani, N. (2014). Finite Element Seismic Safety Assessment of Water Intake Structures. Finite Element in Analysis and Design, 83, 1-9. Tiré de https://doi.org/10.1016/j.finel.2013.12.007
      • Article de revue
        Michaud, D. & Leger, P. (2014). Ground motions selection and scaling for nonlinear dynamic analysis of structures located in Eastern North America. Canadian Journal of Civil Engineering, 41(3), 232-244. Tiré de https://doi.org/10.1139/cjce-2012-0339
      • Article de revue
        Jehel, P., Léger, P. & Ibrahimbegovic, A. (2014). Initial versus tangent stiffness-based Rayleigh damping in inelastic time history seismic analyses. Earthquake Engineering and Structural Dynamics, 43(3), 467-484. Tiré de https://doi.org/10.1002/eqe.2357
      • Article de revue
        Gallagher, S. & Leger, P. (2014). Mechanical resistance of cracked mass concrete repaired by grouting: Experimental study. ACI Structural Journal, 111(4), 799-807. Tiré de https://doi.org/10.14359/51686581
      • Article de revue
        Luu, H., Leger, P. & Tremblay, R. (2014). Seismic demand of moderately ductile reinforced concrete shear walls subjected to high-frequency ground motions. Canadian Journal of Civil Engineering, 41(2), 125-135. Tiré de https://doi.org/10.1139/cjce-2013-0073
    • 2013
    • 2012
      • Article de revue
        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. Tiré de https://doi.org/10.1016/j.compgeo.2012.04.006
      • Article de revue
        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. Tiré de https://doi.org/10.1016/j.compstruc.2011.10.012
      • Article de revue
        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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000581
      • Article de revue
        Stefan, L. & Léger, P. (2012). Three-dimensional hydromechanical sectional analysis of cracked nonprismatic concrete spillway piers. Journal of Structural Engineering, 138(11), 1310-1320. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000579
    • 2010
      • Article de revue
        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. Tiré de https://doi.org/10.1002/eqe.994
      • Article de revue
        Stefan, L. & Léger, P. (2010). Multicriteria capacity envelopes for biaxial bending of concrete hydraulic structures. Journal of Structural Engineering, 136(9), 1035-1043. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000205
      • Article de revue
        Jehel, P., Davenne, L., Ibrahimbegovic, A. & Léger, P. (2010). Towards robust viscoelastic-plastic-damage material model with different hardenings/softenings capable of representing salient phenomena in seismic loading applications. Computers and Concrete, 7(4), 365-386. Tiré de https://doi.org/10.12989/cac.2010.7.4.365
    • 2009
      • Article de revue
        Ghorbani-Renani, I., Velev, N., Tremblay, R., Palermo, D., Massicotte, B. & Léger, P. (2009). Modeling and testing influence of scaling effects on inelastic response of shear walls. ACI Structural Journal, 106(3), 358-367. Tiré de https://doi.org/10.14359/56500
      • Article de revue
        Rochon-Cyr, M. & Léger, P. (2009). Shake table sliding response of a gravity dam model including water uplift pressure. Engineering Structures, 31(8), 1625-1633. Tiré de https://doi.org/10.1016/j.engstruct.2009.03.001
    • 2008
    • 2007
    • 2006
      • Article de revue
        Panneton, M., Léger, P. & Tremblay, R. (2006). Inelastic analysis of a reinforced concrete shear wall building according to the National Building Code of Canada 2005. Canadian Journal of Civil Engineering, 33(7), 854-871. Tiré de https://doi.org/10.1139/l06-026
      • Article de revue
        Mclean, P., Léger, P. & Tinawi, R. (2006). Post-Processing of Finite Element Stress Fields Using Dual Kriging Based Methods for Structural Analysis of Concrete Dams. Finite Elements in Analysis and Design, 42(6), 532-546. Tiré de https://doi.org/10.1016/j.finel.2005.10.004
      • Article de revue
        Léger, P. & Javanmardi, F. (2006). Structural stability of concrete gravity dams strengthened by rockfill buttressing: Hydrostatic load. Journal of Geotechnical and Geoenvironmental Engineering, 132(12), 1592-1599. Tiré de https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1592)
    • 2005
      • Article de revue
        Javanmardi, F. & Léger, P. (2005). Grouting of cracks in concrete dams : Numerical modelling and structural behaviour. Progress in Structural Engineering and Materials, 7(4), 161-173. Tiré de https://doi.org/10.1002/pse.201
      • Article de revue
        Javanmardi, F., Léger, P. & Tinawi, R. (2005). Seismic structural stability of concrete gravity dams considering transient uplift pressures in cracks. Engineering Structures, 27(4), 616-628. Tiré de https://doi.org/10.1016/j.engstruct.2004.12.005
      • Article de revue
        Javanmardi, F., Léger, P. & Tinawi, R. (2005). Seismic Water Pressure in Cracked Concrete Gravity Dams: Experimental Study and Theoretical Modeling. Journal of Structural Engineering, 131(1), 139-150. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(139)
    • 2003
      • Article de revue
        Leclerc, M., Léger, P. & Tinawi, R. (2003). Computer Aided Stability Analysis of Gravity Dams - Cadam. Advances in Engineering Software, 34(7), 403-420. Tiré de https://doi.org/10.1016/S0965-9978(03)00040-1
      • Article de revue
        Léger, P., Leclerc, M. & Larivière, R. (2003). Seismic safety evaluation of concrete dams in Québec. International journal on hydropower & dams, 10(2), 100-109.
      • Article de revue
        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. Tiré de https://doi.org/10.1007/s11803-003-0003-y
    • 2002
      • Article de revue
        Morin, P.B., Léger, P. & Tinawi, R. (2002). Seismic behavior of post-tensioned gravity dams : shake table experiments and numerical simulations. Journal of Structural Engineering, 128(2), 140-152. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2002)128:2(140)
    • 2001
      • Article de revue
        Tremblay, R., Léger, P. & Tu, J. (2001). Inelastic Seismic Response of Concrete Shear Walls Considering P-Delta Effects. Canadian Journal of Civil Engineering, 28(4), 640-655. Tiré de https://doi.org/10.1139/l01-029
    • 2000
      • Article de revue
        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. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2000)126:4(518)
    • 1999
      • Article de revue
        Tremblay, R., Côté, B. & Léger, P. (1999). An Evaluation of P-Delta Amplification Factors in Multistorey Steel Moment Resisting Frames. Canadian Journal of Civil Engineering, 26(5), 535-548. Tiré de https://doi.org/10.1139/l99-015
      • Article de revue
        Chantelois, A., Léger, P., Tinawi, R. & Veilleux, M. (1999). Experimental and numerical predictions of critical cooling temperature for crack propagation in concrete structures. ACI Structural journal, 96(2), 203-211. Tiré de https://doi.org/10.14359/611
    • 1998
      • Article de revue
        Léger, P., Tinawi, R. & Larivière, R. (1998). Behaviour of gravity dams and spillways in extreme floods: Canadian experience. International Journal on Hydropower & Dams, 5(3), 73-77.
    • 1997
      • Article de revue
        Ghrib, B., Léger, P., Tinawi, R., Lupien, R. & Veilleux, M. (1997). Seismic safety evaluation of gravity dams. International Journal on Hydropower & Dams, 4(2), 126-137.
    • 1996
      • Article de revue
        Léger, P. & Leclerc, M. (1996). Evaluation of earthquake ground motions to predict cracking response of gravity dams. Engineering structures, 18(3), 227-239. Tiré de https://doi.org/10.1016/0141-0296(95)00146-8
      • Article de revue
        Léger, P., Côté, P. & Tinawi, R. (1996). Finite element analysis of concrete swelling due to alkali-aggregate reactions in dams. Computers & structures, 60(4), 601-612. Tiré de https://doi.org/10.1016/0045-7949(95)00440-8
    • 1995
      • Article de revue
        Mehai, L., Paultre, P. & Léger, P. (1995). Efficiency of modal-analysis to compute the seismic response of dam-foundation systems with nonproportional damping. Engineering Computations, 12(4), 333-342. Tiré de https://doi.org/10.1108/02644409510799622
      • Article de revue
        Léger, P., Tinawi, R. & Mounzer, N. (1995). Numerical simulation of concrete expansion in concrete dams affected by alkali-aggregate reaction: state-of-the-art. Canadian Journal of Civil Engineering, 22(4), 692-713. Tiré de https://doi.org/10.1139/l95-081
      • Article de revue
        Léger, P. & Bhattacharjee, S.S. (1995). Seismic fracture analysis of concrete gravity dams. Canadian Journal of Civil Engineering, 22(1), 196-201. Tiré de https://doi.org/10.1139/l95-018
      • Article de revue
        Tinawi, R., Filiatrault, A. & Léger, P. (1995). Strong motion accelerograph records from the 1993 Napierville earthquake. Canadian Journal of Civil Engineering, 22(1), 190-196. Tiré de https://doi.org/10.1139/l95-017
      • Article de revue
        Léger, P., Côté, M. & Tinawi, R. (1995). Thermal protection of concrete dams subjected to freeze-thaw cycles. Canadian Journal of Civil Engineering, 22(3), 588-602. Tiré de https://doi.org/10.1139/l95-067
    • 1994
      • Article de revue
        Filiatrault, A., Léger, P. & Tinawi, R. (1994). On the computation of seismic energy in inelastic structures. Engineering structures, 16(6), 425-436. Tiré de https://doi.org/10.1016/0141-0296(94)90057-4
      • Article de revue
        Tinawi, R., Marchand, J.-F. & Léger, P. (1994). Three dimensional static, thermal and seismic response of polygonal gravity dams. Dam engineering, 5, 29-57.
    • 1993
      • Article de revue
        Bhattacharjee, S.S. & Léger, P. (1993). Finite Element Modelling of the Tensile Strain Softening Behaviour of Plain Concrete Structures. Engineering Computations, 10(3), 205-221. Tiré de https://doi.org/10.1108/eb023903
      • Article de revue
        Léger, P. & Paultre, P. (1993). Microcomputer analysis of reinforced concrete slab systems. Canadian Journal of Civil Engineering, 20(4), 587-601. Tiré de https://doi.org/10.1139/l93-076
      • Article de revue
        Léger, P., Venturelli, J. & Bhattacharjee, S.S. (1993). Seasonal temperature and stress distributions in concrete gravity dams. Part 2: behaviour. Canadian Journal of Civil Engineering, 20(6), 1018-1029. Tiré de https://doi.org/10.1139/l93-132
      • Article de revue
        Léger, P., Venturelli, J. & Bhattacharjee, S.S. (1993). Seasonal temperature and stress distributions in concrete gravity dams. Part 1: modelling. Canadian Journal of Civil Engineering, 20(6), 999-1017. Tiré de https://doi.org/10.1139/l93-131
      • Article de revue
        Bhattacharjee, S.S. & Léger, P. (1993). Seismic cracking and energy dissipation in concrete gravity dams. Earthquake Engineering & Structural Dynamics, 22(11), 991-1007. Tiré de https://doi.org/10.1002/eqe.4290221106
      • Article de revue
        Léger, P., Tayebi, A.K. & Paultre, P. (1993). Spectrum-compatible accelerograms for inelastic seismic analysis of short-period structures located in eastern Canada. Canadian Journal of Civil Engineering, 20(6), 951-968. Tiré de https://doi.org/10.1139/l93-127
      • Article de revue
        Ricles, J.M. & Léger, P. (1993). Use of load-dependent vectors for dynamic analysis of large space structures. Communications in Numerical Methods in Engineering, 9(11), 897-908. Tiré de https://doi.org/10.1002/cnm.1640091106
    • 1992
      • Article de revue
        Bhattacharjee, S.S. & Léger, P. (1992). Concrete constitutive models for nonlinear seismic analysis of gravity dams : state-of-the-art. Canadian Journal of Civil Engineering, 19(3), 492-509. Tiré de https://doi.org/10.1139/l92-059
      • Article de revue
        Vu-Quoc, L. & Léger, P. (1992). Efficient evaluation of the flexibility of tapered I-beams accounting for shear deformations. International Journal for Numerical Methods in Engineering, 33(3), 553-566. Tiré de https://doi.org/10.1002/nme.1620330306
      • Article de revue
        Léger, P. (1992). Méthodes de superposition modale pour l'analyse dynamique des structures non-linéaires : l'état de l'art. Revue européenne des éléments finis, 1(2), 115-135.
      • Article de revue
        Léger, P. & Dussault, S. (1992). Non-linear seismic response analysis using vector superposition methods. Earthquake Engineering & Structural Dynamics, 21(2), 163-176. Tiré de https://doi.org/10.1002/eqe.4290210205
      • Article de revue
        Léger, P. & Bhattacharjee, S.S. (1992). Reduced frequency-independent models for seismic analysis of concrete gravity dams. Computers & Structures, 44(6), 1381-1387. Tiré de https://doi.org/10.1016/0045-7949(92)90380-i
      • Article de revue
        Léger, P. & Romano, A. (1992). Seismic analysis of short-period structures subjected to the 1988 Saguenay earthquake. Canadian Journal of Civil Engineering, 19(3), 510-520. Tiré de https://doi.org/10.1139/l92-060
    • 1991
      • Article de revue
        Paultre, P., Proulx, J. & Léger, P. (1991). CAL/CGI: An application of graphics for matrix structural analysis education. Computers & Graphics, 15(1), 131-135. Tiré de https://doi.org/10.1016/0097-8493(91)90039-K
      • Article de revue
        Léger, P., Sauvé, G. & Bhattacharjee, S.S. (1991). Dynamic substructure analysis of locally nonlinear dam-foundation-reservoir systems. International Journal of Dam Engineering, 2(4), 323-336.
      • Article de revue
        Léger, P., Paultre, P. & Nuggihalli, R. (1991). Elastic analysis of frames considering panel zones deformations. Computers & Structures, 39(6), 689-697. Tiré de https://doi.org/10.1016/0045-7949(91)90212-5
    • 1990
      • Article de revue
        Leger, P. (1990). Application of load-dependent vectors bases for dynamic substructureanalysis. Journal of the American Institute of Aeronautics and Astronautics (AIAA Journal), 28(1), 177-179. Tiré de https://doi.org/10.2514/3.10372
      • Article de revue
        Paultre, P., Léger, P. & Proulx, J. (1990). Computer graphics for computer assisted learning of structural analysis. Computers & Structures, 36(6), 1159-1166. Tiré de https://doi.org/10.1016/0045-7949(90)90225-Q
      • Article de revue
        Léger, P., Ricles, J.M. & Robayo, L.J. (1990). Reducing modal truncation error in the wave response analysis of offshore structures. Communications in Applied Numerical Methods, 6(1), 7-16. Tiré de https://doi.org/10.1002/cnm.1630060103
    • 1989
      • Article de revue
        Léger, P. (1989). Coordinates reduction procedures for seismic analysis of dam-foundation-reservoir systems. Finite Elements in Analysis and Design, 5, 73-85.
      • Article de revue
        Léger, P. & Boughoufalah, M. (1989). Earthquake input mechanisms for time-domain analysis of dam-foundation systems. Engineering Structures, 11(1), 37-46. Tiré de https://doi.org/10.1016/0141-0296(89)90031-X
      • Article de revue
        Joo, K.-J., Wilson, E.L. & Leger, P. (1989). Ritz vectors and generation criteria for mode superposition analysis. Earthquake Engineering & Structural Dynamics, 18(2), 149-167. Tiré de https://doi.org/10.1002/eqe.4290180203
      • Article de revue
        Léger, P. & Katsouli, M. (1989). Seismic stability of concrete gravity dams. Earthquake Engineering & Structural Dynamics, 18(6), 889-902. Tiré de https://doi.org/10.1002/eqe.4290180611
    • 1988
      • Article de revue
        Leger, P. & Wilson, E.L. (1988). Modal summation methods for structural dynamic computations. Earthquake Engineering & Structural Dynamics, 16(1), 23-27. Tiré de https://doi.org/10.1002/eqe.4290160103
    • 1987
      • Article de revue
        Léger, P. & Wilson, E.L. (1987). Generation of load dependent Ritz transformation vectors in structural dynamics. Engineering Computations, 4(4), 309-318. Tiré de https://doi.org/10.1108/eb023709
    • 1980
      • Article de revue
        Picard, A. & Léger, P. (1980). Assemblages continus pour charpentes préfabriquées en béton armé. Canadian Journal of Civil Engineering, 7(1), 144-155. Tiré de https://doi.org/10.1139/l80-013
  • Communications de conférence (131)
    • 2021
      • Communication de conférence
        Chambreuil, C., Giry, C., Ragueneau, F. & Léger, P. (2021). Dissipations in reinforced concrete beams [Résumé]. Présenté à 14th World Congress on Computational Mechanics (WCCM), 2020 ECCOMAS Congress, Paris, France (1 page).
      • Communication de conférence
        Daneshvar, P., Dehghani, M., Bouaanani, N., Tremblay, R. & Léger, P. (2021). Effects of ground motion event-type on structural response due to the influence of higher modes. Communication présentée à 17th World Conference on Earthquake Engineering, Sendai, Japan (9 pages).
      • Communication de conférence
        Chambreuil, C., Giry, C., Ragueneau, F. & Léger, P. (2021). Local scale damping models for reinforced concrete elements. Communication présentée à 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2021), Athens, Greece (14 pages). Tiré de https://doi.org/10.7712/120121.8790.18761
      • Communication de conférence
        Léger, P., Thimbo, A. & Paultre, P. (2021). Seismic cracking of gravity dams: modelling concrete tensile strength strain rate effects. Communication présentée à 17th World Conference on Earthquake Engineering, Sendai, Japan (12 pages).
      • Communication de conférence
        Freitas, M., Léger, P. & Pedroso, L. (2021). Stability analysis of an overtopped spillway using computational fluid dynamics. Communication présentée à Canadian Society for Civil Engineering Annual Conference (CSCE 2021) (10 pages).
      • Communication de conférence
        Ben Ftima, M., Bolduc, M. & Léger, P. (2021). Structural stability assessment of concrete hydraulic structures affected by AAR. Communication présentée à 16th International Conference on Alkali Aggregate Reaction in Concrete (ICAAR 2020-2022), Lisboa, Portugal.
    • 2019
      • Communication de conférence
        Roth, N.S. & Léger, P. (2019). Computation of safety margins of a cracked dam considering drainage efficiency in a coupled hydro-mechanical model. Communication présentée à International Commission on Large Dams (ICOLD) 87th Annual Meeting, Ottawa, Ont. (14 pages).
      • Communication de conférence
        Fronteddu, P.G., Léger, P. & Tremblay, R. (2019). Consideration of accidental torsion in seismic design of buildings according to NBCC. Communication présentée à 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Tiré de https://www.caee.ca/12CCEEpdf/192-K78p-59.pdf
      • Communication de conférence
        Choinière, M., Paultre, P. & Léger, P. (2019). Influence of soil-structure interaction on seismic demands in shear wall building gravity load frame. Communication présentée à 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Tiré de https://doi.org/10.1016/j.engstruct.2019.05.100
      • Communication de conférence
        Bussières, C., Tremblay, R. & Léger, P. (2019). Seismic torsional response on steel BRB frames: inelastic modeling and code design provisions. Communication présentée à 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Tiré de https://www.caee.ca/12CCEEpdf/192-YE8R-109.pdf
      • Communication de conférence
        Razavet, A. & Léger, P. (2019). Selection and scaling of ground motions to compute residual sliding displacements of gravity dams. Communication présentée à 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Tiré de https://www.caee.ca/12CCEEpdf/192-mqvk-264.pdf
      • Communication de conférence
        Leclercq, R. & Léger, P. (2019). Towards reliability based safety assessment of gated spillways subjected to severe loadings. Communication présentée à International Commission on Large Dams (ICOLD) 87th Annual Meeting, Ottawa, Ont. (14 pages).
    • 2018
      • Communication de conférence
        Bueno, J.R., Léger, P., Loriggio, D.D. & Carvalho de Sousa, A. (2018). Code for Blast Analysis using the Finite Element Method. Communication présentée à Simpósio de Aplicações Operacionais Em Áreas De Defesa (XX SIGE), São José dos Campos, Brazil (p. 11-16). Tiré de http://sige.ita.br/anais/XXSIGE/pdf/ST_01_3.pdf
      • Communication de conférence
        Tremblay, R., Daneshvar, P., Dehghani, M., Léger, P. & Bouaanani, N. (2018). Guidelines for the selection and scaling of ground motion time histories for performance-based seismic design of bridges in accordance with CSA S6-14. Communication présentée à 10th International Conference on Short and Medium Span Bridges, Québec, QC.
      • Communication de conférence
        Favre, E. & Léger, P. (2018). Structural stability assessment of gravity dams and spillways subjected to overtopping using CFD. Communication présentée à Canadian Dam Association Annual Conference, Québec, Québec (15 pages).
    • 2017
      • Communication de conférence
        Leroux, M., Tremblay, R. & Léger, P. (2017). A simplified method for preliminary assessment of seismic forces in isolated highway bridges with massive piers. Communication présentée à 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (9 pages). Tiré de http://wcee.nicee.org/wcee/article/16WCEE/WCEE2017-879.pdf
      • Communication de conférence
        Arabzadeh, H., Goguen, K., Pelletier, K., Bouaanani, N., Galal, K. & Léger, P. (2017). Evaluation of finite and fiber elements RC models for nonlinear cyclic analysis of U shaped shear wall. Communication présentée à 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (12 pages). Tiré de http://wcee.nicee.org/wcee/article/16WCEE/WCEE2017-2034.pdf
      • Communication de conférence
        Ben Ftima, M., Léger, P. & Boussaha, F. (2017). Nonlinear finite elements for the assessment of hydraulic concrete structures affected by alkali-aggregate reaction: a case study. Communication présentée à Dam Swelling Concrete (DSC 2017), Chambéry, France (p. 176-187). Tiré de https://onlinelibrary.wiley.com/doi/pdf/10.1002/9781119437703.ch3
      • Communication de conférence
        Penner, O., Bergman, B., Razavi-Darbar, S., Queen, D., Léger, P., Boivin, Y. & Leclerc, M. (2017). Non-linear time domain analysis of Ruskin Dam in LS-DYNA including reservoir-foundation structure interaction. Communication présentée à Annual Conference of the United States Society on Dams (USSD), Anaheim, California (15 pages).
      • Communication de conférence
        Jehel, P. & Léger, P. (2017). Two types of spurious damping forces potentially modeled in numerical seismic nonlinear response history analysis. Communication présentée à 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (10 pages). Tiré de https://www.wcee.nicee.org/wcee/article/16WCEE/WCEE2017-3187.pdf
    • 2016
      • Communication de conférence
        Léger, P., Kreuzer, H. & Cordier, M. (2016). A progressive approach for structural stability of concrete dams considering material strength and load uncertainties. Communication présentée à Hydro-2016 International Conference, Montreux, Switzerland (8 pages).
      • Communication de conférence
        Roth, S.-N., Léger, P. & Soulaïmani, A. (2016). Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D. Communication présentée à 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-9), Berkeley, California. Tiré de https://doi.org/10.21012/FC9.263
    • 2015
      • Communication de conférence
        Roth, S.-N., Soulaimani, A. & Léger, P. (2015). Combined XFEM-continuous damage mechanics approach for three dimensional concrete crack propagation. Communication présentée à 4th International Conference on Computational Modeling fo Fracture and Failure of Materials and Structures (CFRAC 2015), Cachan, France.
      • Communication de conférence
        Luu, H., Léger, P. & Tremblay, R. (2015). Seismic evaluation of RC shear wall buildings subjected to high frequency content earthquakes. Communication présentée à 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
      • Communication de conférence
        Tremblay, R., Atkinson, G., Bouaanani, N., Daneshvar, P., Léger, P. & Koboevic, S. (2015). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015. Communication présentée à 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
      • Communication de conférence
        Luabeya-Mukendi, P., Léger, P. & Tremblay, R. (2015). Selection scaling and application of ground motion records to assess the nonlinear seismic performance of buildings located in Eastern North America. Communication présentée à 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
    • 2014
      • Communication de conférence
        Bretas, E.M., Batista, A.L., Lemos, J.V. & Léger, P. (2014). Seismic analysis of gravity dams: a comparative study using a progressive methodology. Communication présentée à IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal (p. 3707-3714). Tiré de https://paginas.fe.up.pt/~eurodyn2014/CD/papers/521_MS26_ABS_1250.pdf
      • Communication de conférence
        Jaworski, J., Léger, P. & Tremblay, R. (2014). Seismic safety assessment of pile supported long span highway bridges: non homogeneous soil conditions and multiple support excitations. Communication présentée à IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal (p. 1239-1246). Tiré de https://paginas.fe.up.pt/~eurodyn2014/CD/papers/172_MS06_ABS_1121.pdf
      • Communication de conférence
        Luu, H., Léger, P. & Tremblay, R. (2014). Seismic shear demand of moderately ductile RC shear walls considering higher mode effects. Communication présentée à IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Porgual (p. 451-458). Tiré de https://paginas.fe.up.pt/~eurodyn2014/CD/papers/061_MS01_ABS_1392.pdf
    • 2013
      • Communication de conférence
        Pietraszek, P., Léger, P. & Tremblay, R. (2013). Pile foundation modelling for seismic analysis of highway bridges using the beam on a nonlinear Winkler foundation approach. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 1898-1908). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/disaster/78.pdf
      • Communication de conférence
        Luu, H., Léger, P. & Tremblay, R. (2013). Seismic behaviour of moderately ductile shear walls located in Eastern North America. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 1888-1897). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/disaster/77.pdf
      • Communication de conférence
        Miquel, B., Lefrançois, A., Bouaanani, N. & Léger, P. (2013). Simplified seismic safety assessment of a concrete gravity dam using time history analysis. Communication présentée à Canadian Dam Association, Annual Conference, Montréal, Québec.
      • Communication de conférence
        Kreuzer, H. & Léger, P. (2013). Stability assessment of gravity dams using adjustable safety factors (AFS) accounting for uncertainties in shear strength parameters. Communication présentée à Canadian Dam Association, Annual Conference, Montréal, Québec.
      • Communication de conférence
        Roth, S.-N., Léger, P. & Soulaimani, A. (2013). XFEM using a non linear fracture mechanics approach for concrete crack propagation in dam safety assessment. Communication présentée à 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2013, Toledo, Spain (p. 1592-1602).
    • 2012
      • Communication de conférence
        Cherfaoui, A., Nour, A., Gocevski, V. & Léger, P. (2012). CANDU 6 reactor building: floor response spectra considering seismic wave incoherency. Communication présentée à 15th World Conference on Earthquake engineering, Lisbonne, Portugal (p. 8). Tiré de https://www.iitk.ac.in/nicee/wcee/article/WCEE2012_0078.pdf
      • Communication de conférence
        Jehel, P., Ibrahimbegovic, A. & Léger, P. (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 présentée à 15th World Conference on Earthquake engineering, Lisbonne, Portugal (p. 8). Tiré de http://www.iitk.ac.in/nicee/wcee/article/WCEE2012_1167.pdf
      • Communication de conférence
        Léger, P., Stefan, L. & Leclerc, M. (2012). Numerical modelling strategies for safety assessment and rehabilitation of concrete dams. Communication présentée à Numerical Modeling Strategies for Sustainable Concrete Structures, Aix-en-Provence, France (p. 10).
      • Communication de conférence
        Cherfaoui, A., Nour, A., Gocevski, V. & Léger, P. (2012). Seismic fragility analyses of a CANDU 6 reactor building nuclear power plant. Communication présentée à 15th World Conference on Earthquake engineering, Lisbonne, Portugal (p. 8). Tiré de https://www.iitk.ac.in/nicee/wcee/article/WCEE2012_1597.pdf
      • Communication de conférence
        El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., Tremblay, R. & Leclerc, M. (2012). Shake table tests on FRP-rehabilitated RC shear walls. Communication présentée à 6th International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-VI, Kingston, Ontario, Canada (p. 8). Tiré de https://www.proceedings.com/16134.html
    • 2011
      • Communication de conférence
        Leclerc, M., Molinari, M., Bouaanani, N., Tremblay, R., Léger, P. & Bursi, O. (2011). Effective strategies for real time hybrid simulation of near seismic collapse response of moment resisting frames. Communication présentée à American Control Conference, ACC 2011, San Francisco, California, USA (p. 3307-3314). Tiré de https://doi.org/10.1109/ACC.2011.5991145
      • Communication de conférence
        Jehel, P., Léger, P. & Ibrahimbegovic, A. (2011). Modeling energy dissipation: A paradigm for performance-based engineering of rc moment-resisting frame in seismic loading. Communication présentée à 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece.
      • Communication de conférence
        Luu, H.Q., Ghorbanirenani, I., Léger, P. & Tremblay, R. (2011). Structural dynamics of slender ductile reinforced concrete shear walls. Communication présentée à 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium (p. 355-362).
    • 2010
      • Communication de conférence
        Bretas, E.M., Léger, P., Lemos, J.V. & Lourenço, P.B. (2010). Analysis of a gravity dam considering the application of passive reinforcement. Communication présentée à II International Congress on Dam Maintenance and Rehabilitation, Zarogoza, Spain.
      • Communication de conférence
        Bretas, E.M., Léger, P., Lemos, J.V. & Lourenço, P.B. (2010). Avaliação De Uma Proposta De Reforço De Uma Barragem Gravidade. Communication présentée à VII Simpósio Sobre Pequenas E Médias Centrais Hidrelétricas, São Paulo, Brasil. Tiré de http://repositorio.lnec.pt:8080/xmlui/handle/123456789/1001200
      • Communication de conférence
        Stefan, L. & Léger, P. (2010). Cracked Section Analysis of Spillway Piers Including Passive Reinforcement and Uplift Pressures. Communication présentée à Canadian Dam Association 2010 Annual Conference, Niagara Falls, Ont.
      • Communication de conférence
        Nour, A., Gocevski, V. & Léger, P. (2010). Gentilly 2 Nuclear Power Plant : Reactor building floor response spectra using ground motion time histories compatible with median UHS. Communication présentée à 14th European Conference on Earthquake Engineering, Ohrid, Macedonia.
      • Communication de conférence
        Léger, P., Kervégant, G. & Tremblay, R. (2010). Incremental dynamic analysis of nonlinear structures : selectrion of input ground motions. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000442.pdf
      • Communication de conférence
        Gagnon, D., Léger, P., Tremblay, R. & Latendresse, V. (2010). Pile foundations modeling for seismic analysis of highway bridges located in Eastern North America. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000068.pdf
      • Communication de conférence
        Melo, C., Stefan, L., Léger, P., Pedroso, L. & Bouaanani, N. (2010). Seismic safety of gated spillways : modeling hydrodynamic pressure on gates. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000517.pdf
      • Communication de conférence
        Ghorbanirenani, I., Tremblay, R., El-Sokkary, H., Galal, K., Léger, P. & Leclerc, M. (2010). Shake table tests and repair of ductile slender reinforced concrete shear wall. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000594.pdf
      • Communication de conférence
        Léger, P., Vauvy, P., Peyras, L. & Boissier, D. (2010). Structural stability of gravity dams during floods : deterministic, semi-probabilistic and probabilistic structural safety assessment. Communication présentée à Canadian Dam Association 2010 Annual Conference, Niagara Falls, Ont.
    • 2009
      • Communication de conférence
        Tremblay, R., Léger, P., Rogers, C., Bouaanani, N., Massicotte, B., Khaled, A. & Lamarche, C.-P. (2009). Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques. Communication présentée à 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, California. Tiré de https://apps.peer.berkeley.edu/events/2009/icaese3/cd/files/pdf/TREMBLAY_etal_26.pdf
    • 2008
      • Communication de conférence
        Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S. & Bursi, O. (2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 12-01-0236). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_12-01-0236.PDF
      • Communication de conférence
        Léger, P. & Tremblay, R. (2008). Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings and critical facilities. Communication présentée à NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia (p. 116-144).
      • Communication de conférence
        Ghorbanirenani, I., Tremblay, R., Léger, P. & Palermo, D. (2008). Inelastic seismic evaluation of slender shear walls designed according to CSA-A23.3-04 and NBCC 2005. Communication présentée à CSCE 2008 Annual Conference, Québec.
      • Communication de conférence
        Jehel, P., Ibrahimbegovic, A., Léger, P. & Davenne, L. (2008). On the computation of seismic enegy dissipation in reinforced concrete frame elements. Communication présentée à 8th World Congress on Computational Mechanics, Venice, Italy.
      • Communication de conférence
        Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K. & Palermo, D. (2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-01-0526). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-01-0526.PDF
      • Communication de conférence
        Stefan, L., Limoges, A. & Léger, P. (2008). Three-dimensional seismic stability evaluation of spillway structures considering concrete cracking. Communication présentée à Canadian Dam Association Annual Conference, Winnipeg, Manitoba (p. 15).
      • Communication de conférence
        Jehel, P., Ibrahimbegovic, A., Léger, P. & Davenne, L. (2008). Three-scale nonlinear analysis until collapse for a priori damage of RC frame element in seismic loading. Communication présentée à NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia (p. 345-352).
    • 2007
      • Communication de conférence
        Alliard, P.-M. & Léger, P. (2007). A drainage displacement damage model for seismic stability evaluation of gravity dams. Communication présentée à Compdyn 2007, Computational Methods in Structural Dynamics and Earthquake engineering, Crete, Greece.
      • Communication de conférence
        Jehel, P., Ibrahimbegovic, A., Léger, P. & Davenne, P. (2007). Modélisation multi-échelles de l'amortissement dans les poutres en béton armé. Communication présentée à 7ième Colloque de l'Association Française de Génie parasismique, École Centrale Paris.
      • Communication de conférence
        Jehel, P., Ibrahimbegovic, A., Léger, P. & Davenne, L. (2007). Modelling damping in R/C structures - Cyclic behavior of concrete. Communication présentée à Compdyn 2007, Computational Methods in Structural Dynamics and Earthquake engineering, Crete, Greece. Tiré de https://www.archives-ouvertes.fr/ENS-CACHAN/hal-00734506v1
      • Communication de conférence
        Jehel, P., Ibrahimbegovic, A., Léger, P. & Davenne, P. (2007). Multi-scale modelling of reinforced concrete structural frame elements in cyclic loading. Communication présentée à ECCOMAS Thematic Conference - Multi-Scale Computational Methods for Solids and Fluids, Paris, France (p. 105-110). Tiré de http://www.msf.ens-cachan.fr/pdf/MSFCachanEccomas2007.pdf
      • Communication de conférence
        Léger, P. (2007). Reducing the earthquake induced damage and risk in monumental structures : experience at École Polytechnique de Montréal for large concrete dams supported by Hydro-Québec and Alcan. Communication présentée à Extreme Man-Made and Natural Hazards in Dynamics of Structures. NATO Advanced Research Workshop on Extreme Man-Made and Natural Hazards in Dynamics of Structures, Opatija, Croatia (p. 285-310). Tiré de https://doi.org/10.1007/978-1-4020-5656-7_11
      • Communication de conférence
        Léger, P. & Javanmardi, F. (2007). Seismic stability of concrete gravity dams strengthened by rockfill. Communication présentée à 9th Canadian conference on earthquake engineering, Ottawa, Ont. (p. 1751-1761). Tiré de https://www.caee.ca/9CCEEpdf/1065_EJ.pdf
    • 2006
      • Communication de conférence
        Léger, P. & Javanmardi, F. (2006). Structural stability of concrete gravity dams strengthened by rockfill. Communication présentée à Canadian Dam Association Conference, Québec.
    • 2005
      • Communication de conférence
        Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B. & Rogers, C. (2005). Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings. Communication présentée à 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan.
      • Communication de conférence
        Léger, P., Javanmardi, F. & Tinawi, R. (2005). Variations des sous-pressions dans les fissures sismiques des barrages en béton - modélisation numérique. Communication présentée à 7iemes Colloque National de calcul en structures, Giens, France (p. 507-512).
    • 2003
      • Communication de conférence
        Léger, P., Tinawi, R., Javanmardi, F. & Leclerc, M. (2003). Transient damping and uplift pressures responses of cracked gravity dams subjected to earthquakes. Communication présentée à International commision on large dams 21st congress, Montréal, Québec (p. 903-924).
    • 2002
      • Communication de conférence
        Leclerc, M., Léger, P. & Tinawi, R. (2002). Computer aided stability analysis of gravity dams. Communication présentée à 4th structural speciality conference of the canadian society for civil engineering, Montréal, Québec.
      • Communication de conférence
        Javanmardi, F., Léger, P. & Tinawi, R. (2002). Experimental measurements of water pressure in concrete cracks due to seismic loading. Communication présentée à 4th structural speciality conference of the canadian society for civil engineering, Montréal, Québec.
      • Communication de conférence
        Morin, P.B., Tinawi, R. & Léger, P. (2002). Shake table experiments for seismic response of post-tensioned concrete gravity dams. Communication présentée à 12th European conference on earthquake engineering (p. 9).
    • 2001
      • Communication de conférence
        Caron, P., Tinawi, R. & Léger, P. (2001). Slot cutting response of compressed concrete structures. Communication présentée à 4th International Conference on Fracture Mechanics in Concrete and Concrete Structures, Cachan, France (p. 879-886).
      • Communication de conférence
        Fronteddu, L., Larivière, R., Veilleux, M. & Léger, P. (2001). Stability of existing concrete gravity dams. Communication présentée à 2001 annual conference of the Canadian Dam Association : Dams : balancing social (p. 373-383).
      • Communication de conférence
        Léger, P. & Tinawi, R. (2001). Thermo-fracture response of concrete structures at low temperature. Communication présentée à Post-conference workshop on fracture and durability, Cachan, France (p. 13-15).
    • 2000
      • Communication de conférence
        Pedroso, L., Tinawi, R. & Léger, P. (2000). On the prospects of computational fluid dynamics in concrete dam engineering. Communication présentée à 8th annual conference on CFD (p. 471-478).
      • Communication de conférence
        Léger, P., Larivière, R., Palavicini, F. & Tinawi, R. (2000). Performance of gated spilways during the 1996 Saguenay flood (Québec, Canada) and evolution of related design criteria. Communication présentée à 20th Congress of the International Commission on Large Dams (ICOLD 2000), Bejing, China (p. 417-437).
      • Communication de conférence
        Tinawi, R., Léger, P., Filiatrault, A., Massicotte, B. & Tremblay, R. (2000). Research at École Polytechnique on seismic response of bridges. Communication présentée à 3rd Canada-Taiwan Workshop on Bridges, Banff, Alberta, Canada.
      • Communication de conférence
        Tinawi, R., Léger, P., Leclerc, M. & Cipolla, G. (2000). Seismic response of concrete gravity dams - correlations between shake table tests and numerical analyses. Communication présentée à 12th world congress on earthquake engineering, Auckland, NZ (8 pages). Tiré de https://www.iitk.ac.in/nicee/wcee/article/0133.pdf
    • 1999
    • 1998
      • Communication de conférence
        Léger, P., Tinawi, R. & Leclerc, M. (1998). A risk based approach to assess the incidence of ice loads on small concrete dams. Communication présentée à System stewardship for dams and reservoirs : risk & resource management toward the 21st century : first Canadian Dam Association, Halifax (Canada) (p. 34-48).
      • Communication de conférence
        Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R. & Tremblay, R. (1998). Experimental research using the earthquake simulation facility at École Polytechnique. Communication présentée à Annual conference of the canadian society for civil engineers, Halifax, NS, Canada (p. 441-449).
      • Communication de conférence
        Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R. & Tremblay, R. (1998). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal. Communication présentée à 2nd Structural Speciality Conference, Halifax, N.S., Canada.
      • Communication de conférence
        Léger, P., Tinawi, R. & Larivière, R. (1998). Safety of gravity dams and spillways in extreme floods. Communication présentée à International syposium on new trends and guidelines on dam safety, Barcelona, Spain (p. 1339-1346).
      • Communication de conférence
        Tinawi, R., Léger, P., Leclerc, M. & Cipolla, G. (1998). Shake table tests for the seismic response of gravity dams. Communication présentée à 11th european conference earthquake engineering, Paris, France (11 pages).
    • 1997
      • Communication de conférence
        Fronteddu, L., Léger, P. & Tinawi, R. (1997). Effect of concrete lift joints on seismic safety of gravity dams: experimental and numerical studies. Communication présentée à 9th canadian dam safety conference, Montréal, Québec (p. 7.31-7.45).
      • Communication de conférence
        Tremblay, R., Duval, C. & Léger, P. (1997). Effects of hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors. Communication présentée à SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan (p. 311-318). Tiré de https://doi.org/10.1016/B978-008043320-2/50011-3
      • Communication de conférence
        Léger, P., Tinawi, R., Bhattacharjee, S. & Leclerc, M. (1997). Failure mechanisms of gravity dams subjected to hydrostatic overload: influence of weak lift joints. Communication présentée à 19th Congress of the International Commission on Large Dams (ICOLD 1997), Italy (p. 11-37).
      • Communication de conférence
        Larivière, R., Léger, P., Tinawi, R. & Roussel, M. (1997). Safety of gravity dams and spillways against floods. Communication présentée à CDSA/CANCOLD joint dam safety conference, Montréal, Québec (p. 14).
      • Communication de conférence
        Larivière, R., Léger, P., Tinawi, R. & Roussel, M. (1997). safety on gravity dams and spillways against floods. Communication présentée à 9th canadian dam safety conference, Montréal, Québec (p. 1.17-1.30).
      • Communication de conférence
        Fronteddu, L., Léger, P. & Tinawi, R. (1997). Static and dynamic shear tests of concrete lift joints. Communication présentée à 1997 Annual Conference of Canadian Society for Civil Engineering, Sherbrooke, Can (p. 309-317).
    • 1996
      • Communication de conférence
        Léger, P., Tinawi, R., Leclerc, M. & Rheault, S. (1996). A progressive methodology for structural safety evaluation of gravity dams subjected to floods. Communication présentée à Canadian dam safety conference, Niagara Falls (Canada) (p. 2-16).
      • Communication de conférence
        Chantelois, A., Léger, P., Tinawi, R., Degrange, G. & Veilleux, M. (1996). Experimental and numerical predictions of thermal carcking of concrete structures at low temperatures. Communication présentée à canadian society for civil engineering-annual conference, Edmonton, Canada (p. 620-630).
      • Communication de conférence
        Chantelois, A., Léger, P., Tinawi, R., Degrange, G. & Veilleux, M. (1996). Experimental and numerical predictions of thermal cracking of concrete structures at low temperatures. Communication présentée à annual conference of the Canadian Society for Civil Engineering; 1. structural specialty conference; 1. transportation specialty conference; 1. environmental engineering specialty conference, Edmonton (Canada) (p. 620-630).
      • Communication de conférence
        Tremblay, R., Duval, C. & Léger, P. (1996). Influence of damping model on the seismic stability of single-degree-of-freedom systems. Communication présentée à 5th intern. coll. on stability of metal structures, Chicago, IL, USA (p. 239-248).
    • 1995
      • Communication de conférence
        Ghrib, F., Léger, P., Tinawi, R., Lupien, R. & Veilleux, M. (1995). A progressive methodology for seismic safety evaluation of gravity dams. Communication présentée à Canadian Dam Safety Association Conference, Banff (Canada) (p. 83-97).
      • Communication de conférence
        Léger, P., Côté, P. & Tinawi, R. (1995). Numerical analysis of concrete dams affected by alkali-aggregate-reaction. Communication présentée à ICOLD conference on R&D in the field of dams, Crans-Montana, Switzerland (p. 323-334).
      • Communication de conférence
        Léger, P., Tinawi, R. & Rotter, H. (1995). Numerical analysis of concrete swelling due to AAR- a review. Communication présentée à CANMET-ACI speciality conference on alkali-aggregate, Halifax, NS, Canada (p. 333-347).
      • Communication de conférence
        Bhattacharjee, S., Ghrib, F., Tinawi, R. & Léger, P. (1995). Poro-fracture analysis of concrete using a damage mechanics model. Communication présentée à 2nd International Conference on Fracture Mechanics in Concrete and Concrete Structures, Zurich (p. 1057-1066).
      • Communication de conférence
        Léger, P. & Leclerc, M. (1995). Seismic fracture analysis of gravity dams subjected to ground motion typical of eastern Canada. Communication présentée à Canadian Society for Civil Engineering, Annual Conference :12th Canadian Hydrotechnical Conference, 2nd Engineering Materials Symposium, 1st CSCE Construction Specialty Conference 1995, Ottawa (Canada) (p. 543-552).
    • 1994
      • Communication de conférence
        Bhattacharjee, S., Léger, P. & Tinawi, R. (1994). Evaluation of critical temperature state in a cracked buttress dam using the strain energy release rate concept. Communication présentée à 3rd ICOLD Benchmark Workshop on Numerical Analysis of Dams (p. 453-466).
      • Communication de conférence
        Léger, P., Côté, P. & Tinawi, R. (1994). Improving the frost protection of existing concrete dams in northern regions. Communication présentée à 1994 Canadian dam safety association conference, Winnipeg, Canada (p. 1-15).
      • Communication de conférence
        Léger, P., Tinawi, R., Côté, M. & Mounzer, M. (1994). Protection thermique et RAG dans les barrages en béton: application des éléments finis lors des études de réfection. Communication présentée à 4e colloque sur la réfection des infrastructures de béton, Université de Sherbrooke.
      • Communication de conférence
        Tinawi, R., Léger, P., Bhattacharjee, S. & Ghrib, F. (1994). Safety evaluation of gravity dams for floods and earthquakes using crack propagation analyses. Communication présentée à Fracture mechanics for hydroelectric power systems, Vancouver, Canada (p. 26-52).
    • 1993
      • Communication de conférence
        Tinawi, R. & Léger, P. (1993). FE Cracking Response Analysis of Mass Concrete Structures. Communication présentée à World Congress on Finite Elements, Monaco (7 pages).
      • Communication de conférence
        Léger, P., Bhattacharjee, S.S. & Venturelli, J. (1993). Seismic analysis of gravity dams subjected to severe seasonal temperature variations. Communication présentée à International Workshop on Dam Safety Evaluation, Grindelwald, Switzerland (p. 217-228).
    • 1992
      • Communication de conférence
        Léger, P. & Dussault, S. (1992). Mode superposition methods in dynamic analysis of nonlinear structures. Communication présentée à 2nd Canadian conference on computing in civil engineering, Ottawa, Ontario (p. 220-231).
      • Communication de conférence
        Mehai, L., Paultre, P. & Léger, P. (1992). Réduction des coordonnées dans l'analyse sismique des systèmes barrages-fondations-réservoirs avec amortissement non-proportionnel. Communication présentée à Congrès annuel de la Société canadienne de génie civil : 2e colloque biennal sur l'environnement et les matériaux (SCGC 1992), Québec, Québec (p. 305-314).
      • Communication de conférence
        Léger, P. & Venturelli, J. (1992). Seasonal temperature and stress distributions in concrete gravity dams. Communication présentée à Canadian Dam Safety Conference, Québec, Québec (p. 271-285).
      • Communication de conférence
        Tinawi, R. & Léger, P. (1992). Seismic evaluation of concrete dams in eastern Canada. Communication présentée à Canadian Dam Safety Conference, Québec, Québec (p. 301-315).
      • Communication de conférence
        Léger, P., Sauvé, G. & Bhattacharjee, S.S. (1992). Seismic response of uplifting concrete gravity dams. Communication présentée à Congrès annuel de la Société canadienne de génie civil : 2e colloque biennal sur l'environnement et les matériaux (SCGC 1992), Québec, Québec (p. 335-344).
      • Communication de conférence
        Filiatrault, A., Tinawi, R. & Léger, P. (1992). The use of energy balance in nonlinear seismic analysis. Communication présentée à 10th World conference on earthquake engineering, Madrid, Spain (p. 4111-4116).
    • 1991
      • Communication de conférence
        Léger, P., Bhattacharjee, S.S. & Sauvé, G. (1991). Reservoir models for time domain analysis of gravity dams. Communication présentée à Congrès annuel de la Société canadienne de génie civil (SCGC), Vancouver, B.C. (p. 52-61).
      • Communication de conférence
        Léger, P. & Romano, A. (1991). Seismic behaviour of low rise buildings subjected to the 1988 Saguenay earthquake. Communication présentée à Canadian conference on earthquake engineering, Toronto, Ontario (p. 727-734).
    • 1990
      • Communication de conférence
        Paultre, P., Léger, P. & Proulx, J. (1990). Computer Aided Education in Structural Engineering. Communication présentée à International Conference on Computers Aided Training in Sciences and Technology (CATS 1990), Barcelona, Spain (p. 434-440).
      • Communication de conférence
        Proulx, J., Paultre, P. & Léger, P. (1990). Educational computer graphics for structural dynamics. Communication présentée à Annual conference of the Canadian Society for Civil Engineering, Hamilton, Ontario (p. 411-426).
      • Communication de conférence
        Léger, P., Paultre, P. & Nugghialli, R. (1990). Elastic response analysis of rectangular frames with finite size joints. Communication présentée à Annual conference of the Canadian Society for Civil Engineering, Hamilton, Ontario (p. 194-213).
    • 1989
      • Communication de conférence
        Léger, P. & Katsouli, M. (1989). Dynamic analysis of locally nonlinear dam-foundation systems. Communication présentée à Annual conference of the Canadian Society for Civil Engineering, St-Jonh's, Canada (p. 402-418).
      • Communication de conférence
        Léger, P. & Katsouli, M. (1989). Educational computer graphics for structural analysis. Communication présentée à Annual conference of the Canadian Society for Civil Engineering, St-Jonh's, Canada (p. 86-100).
      • Communication de conférence
        Ricles, J.M. & Léger, P. (1989). Fatigue reliability of offshore structures. Communication présentée à 7th International symposium on offshore engineering, Rio de Janeiro, Brazil (p. 529-543).
      • Communication de conférence
        Paultre, P., Léger, P. & Proulx, J. (1989). L'enseignement assisté par ordinateur de l'analyse des structures : une approche graphique. Communication présentée à Deuxième colloque provincial sur les outils informatiques dans L'enseignement en sciences et en génie, Québec, Québec (p. 115-120).
      • Communication de conférence
        Léger, P., Ricles, J.M. & Robayo, L.J. (1989). Load dependent vector bases for the wave response of offshore structures. Communication présentée à 7th International Symposium on Offshore Engineering, Rio de Janeiro, Brazil (p. 544-557).
    • 1988
      • Communication de conférence
        Léger, P. (1988). Micro computer analysis of reinforced concrete slab systems. Communication présentée à Annual conference of the Canadian Society for Civil Engineering, Calgary, Canada (14 pages).
      • Communication de conférence
        Léger, P. (1988). Structural dynamics using micro computers : from theory to practice. Communication présentée à 3rd International Conference on Computing in Civil Engineering, Vancouver, Canada (p. 349-356).
    • 1987
  • Chapitres de livre (2)
    • 2013
      • Chapitre de livre
        Jehel, P., Léger, P. & Ibrahimbegovic, A. (2013). Structural seismic fragility analysis of RC frame with a new family of rayleigh damping models. Dans M. Papadrakakis, G. Stefanou & V. Papadopoulos (édit.), Computational methods in stochastic dynamics (p. 267-291). Springer. Tiré de https://doi.org/10.1007/978-94-007-5134-7_16
    • 1993
      • Chapitre de livre
        Léger, P. (1993). Mode superposition methods. Dans M. Papadrakakis (édit.), Solving large-scale problems in mechanics : the development and application of computational solution methods (p. 225-257). Wiley.
  • Rapports (10)
    • 1998
      • Rapport
        Tinawi, R., Léger, P., Ghrib, F., Bhattacharjee, S. & Leclerc, M. (1998). Structural safety of existing concrete dams: influence of construction joints. Final report.
    • 1996
      • Rapport
        Rheault, S., Léger, P. & Tinawi, R. (1996). Le concept de facteur de sécurité dans l'évaluation de la stabilité structurale des barrages-poids lors des crues (Rapport n° EPM-GCS-96-01). École Polytechnique de Montréal.
    • 1994
      • Rapport
        Léger, P. & Tinawi, R. (1994). A bibliography on structural analysis behaviour and safety of concrete dams (Rapport n° EPM-GCS-94-17). École Polytechnique de Montréal.
      • Rapport
        Marchand, J.-F., Tinawi, R. & Léger, P. (1994). Comportement statique, thermique et sismique 3D des barrages poids avec discontinuités géométriques selon l'axe longitudinal (Rapport n° EPM-GCS-94-16). École Polytechnique de Montréal.
      • Rapport
        Léger, P., Côté, M. & Tinawi, R. (1994). Evaluation of thermal protection systems for concrete dams subjected to severe winter conditions (Rapport n° EPM-GCS-94-03). École Polytechnique de Montréal.
      • Rapport
        Bhattacharjee, S.S., Léger, P. & Tinawi, R. (1994). Flood safety analysis of plain and post-tensioned concrete gravity dams considering a poro-fracture constitutive model (Rapport n° EPM-GCS-94-02). École Polytechnique de Montréal.
      • Rapport
        Côté, M., Léger, P. & Tinawi, R. (1994). Protection thermique des barrages en béton situées [sic] dans les régions nordiques (Rapport n° EPM-GCS-94-04). École Polytechnique de Montréal.
      • Rapport
        Léger, P. & Bhattacharjee, S.S. (1994). Seismic fracture analysis of concrete gravity dams (Rapport n° EPM-GCS-94-10). École Polytechnique de Montréal.
      • Rapport
        Mahyari, A.T. & Léger, P. (1994). Static and seismic rehabilitation of concrete gravity dams by post-tensioning (Rapport n° EPM-GCS-94-15). École Polytechnique de Montréal.
      • Rapport
        Ghrib, F., Léger, P. & Tinawi, R. (1994). Une approche progressive de vérification sismique des barrages en béton d'Hydro-Québec (Rapport n° EPM-GCS-94-19. EPM-GCS-96-02). École Polytechnique de Montréal.