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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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    Seismic Safety of Gravity Dams: From Shake Table Experiments to Numerical Analyses 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): René Tinawi; Pierre Léger; Martin Leclerc; Giovanni Cipolla
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to present shake table experiments conducted on four 3.4-m-high plain concrete gravity dam models to study their dynamic cracking and sliding responses. The experimental results are then compared ...
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