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Pierre Léger

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Freitas, Mario / Ben Ftima, Mahdi / Léger, Pierre / Bouaanani, Najib (2022): Three-dimensional failure envelope of concrete dam shear keys. Dans: Engineering Structures, v. 269 (octobre 2022).

    https://doi.org/10.1016/j.engstruct.2022.114766

  2. Chambreuil, Clotilde / Giry, Cedric / Ragueneau, Frédéric / Léger, Pierre (2021): Seismic energy dissipation in reinforced concrete beam: investigating damping formulations. Dans: European Journal of Environmental and Civil Engineering, v. 26, n. 15 (novembre 2021).

    https://doi.org/10.1080/19648189.2021.2009380

  3. Freitas, Mario / Favre, Etienne / Léger, Pierre / Pedroso, Lineu José (2021): Stability Evaluation of Overtopped Concrete Hydraulic Structures Using Computational Fluid Dynamics. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 48, n. 3 (mars 2021).

    https://doi.org/10.1139/cjce-2019-0287

  4. Jehel, Pierre / Davenne, Luc / Ibrahimbegovic, Adnan / Léger, Pierre (2010): Towards robust viscoelastic-plastic-damage material model with different hardenings/softenings capable of representing salient phenomena in seismic loading applications. Dans: Computers and Concrete, v. 7, n. 4 (août 2010).

    https://doi.org/10.12989/cac.2010.7.4.365

  5. Roy, Jonathan / Tremblay, Robert / Léger, Pierre (2015): Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions. Dans: Earthquakes and Structures, v. 8, n. 2 (février 2015).

    https://doi.org/10.12989/eas.2015.8.2.423

  6. Léger, Pierre / Javanmardi, Farrokh (2007): Seismic stability of concrete gravity dams strengthened by rockfill buttressing. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 3 (mars 2007).

    https://doi.org/10.1016/j.soildyn.2006.06.008

  7. Christopoulos, Constantin / Léger, Pierre / Filiatrault, Andre (2003): Sliding response of gravity dams including vertical seismic accelerations. Dans: Earthquake Engineering and Engineering Vibration, v. 2, n. 2 (décembre 2003).

    https://doi.org/10.1007/s11803-003-0003-y

  8. Ftima, Mehdi Ben / Léger, Pierre (2006): Seismic stability of cracked concrete dams using rigid block models. Dans: Computers & Structures, v. 84, n. 28 (novembre 2006).

    https://doi.org/10.1016/j.compstruc.2006.04.012

  9. Vulliet, Flavien / Ben Ftima, Mahdi / Léger, Pierre (2017): Stability of cracked concrete hydraulic structures by nonlinear quasi-static explicit finite element and 3D limit equilibrium methods. Dans: Computers & Structures, v. 184 (mai 2017).

    https://doi.org/10.1016/j.compstruc.2017.02.007

  10. Javanmardi, Farrokh / Léger, Pierre / Tinawi, René (2005): Seismic structural stability of concrete gravity dams considering transient uplift pressures in cracks. Dans: Engineering Structures, v. 27, n. 4 (mars 2005).

    https://doi.org/10.1016/j.engstruct.2004.12.005

  11. Rochon-Cyr, Mathieu / Léger, Pierre (2009): Shake table sliding response of a gravity dam model including water uplift pressure. Dans: Engineering Structures, v. 31, n. 8 (août 2009).

    https://doi.org/10.1016/j.engstruct.2009.03.001

  12. Fronteddu, Luciano / Léger, Pierre / Tinawi, René (1998): Static and Dynamic Behavior of Concrete Lift Joint Interfaces. Dans: Journal of Structural Engineering (ASCE), v. 124, n. 12 (décembre 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:12(1418)

  13. Tinawi, René / Léger, Pierre / Leclerc, Martin / Cipolla, Giovanni (2000): Seismic Safety of Gravity Dams: From Shake Table Experiments to Numerical Analyses. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 4 (avril 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:4(518)

  14. Luu, Hieu / Léger, Pierre / Tremblay, Robert (2014): Seismic demand of moderately ductile reinforced concrete shear walls subjected to high-frequency ground motions. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 41, n. 2 (février 2014).

    https://doi.org/10.1139/cjce-2013-0073

  15. Tinawi, René / Filiatrault, Andre / Léger, Pierre (1995): Strong motion accelerograph records from the 1993 Napierville earthquake. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 22, n. 1 (février 1995).

    https://doi.org/10.1139/l95-017

  16. Léger, Pierre / Dussault, Serge (1992): Seismic‐Energy Dissipation in MDOF Structures. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 5 (mai 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:5(1251)

  17. Morin, Philippe B. / Léger, Pierre / Tinawi, René (2002): Seismic Behavior of Post-Tensioned Gravity Dams: Shake Table Experiments and Numerical Simulations. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 2 (février 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:2(140)

  18. Stefan, Lucian / Léger, Pierre (2012): Three-Dimensional Hydromechanical Sectional Analysis of Cracked Nonprismatic Concrete Spillway Piers. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 11 (novembre 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000579

  19. Ghorbanirenani, Iman / Tremblay, Robert / Léger, Pierre / Leclerc, Martin (2012): Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 12 (décembre 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000581

  20. Javanmardi, Farrokh / Léger, Pierre / Tinawi, René (2005): Seismic Water Pressure in Cracked Concrete Gravity Dams: Experimental Study and Theoretical Modeling. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 1 (janvier 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:1(139)

  21. Limoges, Annie / Léger, Pierre (2009): Seismic Safety Assessment of Gated Spillways. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 23, n. 4 (août 2009).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000008

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