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    Nonlinear Behavior of Concrete Dams Using Damage Mechanics 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Faouzi Ghrib; René Tinawi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents damage-mechanics-based models for predicting the nonlinear static response of unreinforced concrete dams. An anisotropic formulation of the damage because of cracking is proposed. It leads to a reasonable ...
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    Static and Dynamic Behavior of Concrete Lift Joint Interfaces 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): Luciano Fronteddu; Pierre Léger; René Tinawi
    Publisher: American Society of Civil Engineers
    Abstract: Displacement controlled shear tests on concrete lift joint specimens with different surface preparations are conducted to compare dynamic sliding joint behavior with the static behavior. Experimental results indicate that ...
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    Damage to Base of LNG Tanks from Blast Loading: Case Study 

    Source: Journal of Performance of Constructed Facilities:;1993:;Volume ( 007 ):;issue: 003
    Author(s): René Tinawi; André Filiatrault; Claude Doré
    Publisher: American Society of Civil Engineers
    Abstract: In July 1990, a series of five blasts took place about 200 m from two liquified natural gas (LNG) tanks belonging to Gaz Metropolitain in Montreal, Canada. One of the tanks lost its thermal insulation capacity at the base ...
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    Seismic Behavior of Post-Tensioned Gravity Dams: Shake Table Experiments and Numerical Simulations 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): Philippe B. Morin; Pierre Léger; René Tinawi
    Publisher: American Society of Civil Engineers
    Abstract: Displacement controlled shear tests on small concrete lift joint specimens with different surface roughnesses reinforced with an unbonded post-tension cable are conducted to study a related joint constitutive model, and ...
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    Seismic Water Pressure in Cracked Concrete Gravity Dams: Experimental Study and Theoretical Modeling 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Farrokh Javanmardi; Pierre Léger; René Tinawi
    Publisher: American Society of Civil Engineers
    Abstract: Water pressure variations along concrete cracks with moving walls are investigated experimentally and theoretically. Displacement control tests were conducted to measure water pressure on
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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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