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    Seasonal Thermal Displacements of Gravity Dams Located in Northern Regions 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 003
    Author(s): Pierre Léger; Sangaré Seydou
    Publisher: American Society of Civil Engineers
    Abstract: Seasonal temperature displacements are an important component of the total displacements recorded by pendulum measurements at gravity dams located in northern regions. A hybrid dam displacement model is presented in this ...
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    Structural Stability of Concrete Gravity Dams Strengthened by Rockfill Buttressing: Hydrostatic Load 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Pierre Léger; Farrokh Javanmardi
    Publisher: American Society of Civil Engineers
    Abstract: Rockfill buttressing is often considered to strengthen existing gravity dams that have inadequate stability to resist the estimated hydrostatic and seismic loads. Various simplified methods for static stability analyses ...
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    Seismic Safety Assessment of Gated Spillways 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 004
    Author(s): Annie Limoges; Pierre Léger
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an innovative three-dimensional performance-based earthquake engineering assessment methodology for gated spillways. Several functionality and structural stability limit states are defined. The functionality ...
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    Seismic‐Energy Dissipation in MDOF Structures 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Pierre Léger; Serge Dussault
    Publisher: American Society of Civil Engineers
    Abstract: The seismic input energy imparted to a structure is dissipated by hysteretic behavior and other nonyielding mechanisms usually represented by equivalent viscous damping. It is generally recognized that there is a strong ...
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    Extension of the Gravity Method for 3D Cracking Analysis of Spillway Piers Including Uplift Pressures 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Lucian Stefan; Pierre Léger
    Publisher: American Society of Civil Engineers
    Abstract: The classical structural stability evaluation of concrete hydraulic structures, such as spillways, is based on the application of rigid body equilibrium to compute force and moment resultants, and in most instances beam ...
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    Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Pierre Léger; Martin Leclerc
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents frequency domain solution algorithms of the one-dimensional transient heat transfer equation that describes temperature variations in arch dam cross sections. Algorithms are developed to compute the temperature
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    Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Lucian Stefan; Pierre Léger
    Publisher: American Society of Civil Engineers
    Abstract: Envelopes for biaxial bending capacity of reinforced concrete elements are used extensively in design or in structural safety evaluation to verify the adequacy of internal force resultants from series of axial
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    Closure to “Fracture Response of Gravity Dams Due to Rise of Reservoir Elevation” by Sudip S. Bhattacharjee and Pierre Léger 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Sudip S. Bhattacharjee; Pierre Léger
    Publisher: American Society of Civil Engineers
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    Marine Component Fatigue Reliability 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): James M. Ricles; Pierre Leger
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for evaluating the fatigue of offshore structural steel members based on structural component reliability procedures coupled with spectral analysis methods. The approach is based on formulating a ...
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    Application of NLFM Models to Predict Cracking in Concrete Gravity Dams 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Sudip S. Bhattacharjee; Pierre Léger
    Publisher: American Society of Civil Engineers
    Abstract: Smeared crack analysis models based on a nonlinear fracture mechanics (NLFM) crack propagation criterion are considered to study the two‐dimensional static fracture behavior of plain concrete structures. A coaxial rotating ...
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