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    Horizontal Stiffness of Arbitrarily Shaped Embedded Foundations 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): George Gazetas; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: Using a boundary element formulation, a systematic parametric study is performed on the static and dynamic horizontal stiffness of arbitrarily shaped rigid foundations embedded in a reasonably deep and homogeneous soil ...
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    Horizontal Damping of Arbitrarily Shaped Embedded Foundations 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): George Gazetas; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: Using numerical results obtained by the boundary element method, the paper develops a simple method involving algebraic formulas and dimensionless parametric charts for estimating the lateral radiation damping coefficients ...
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    Seismic Response of Gravity Dams. II: Effects of Sediments 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 008
    Author(s): Samir Bougacha; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: The finite element technique developed in the companion paper is applied to the analysis of an idealized concrete gravity dam interacting with the water, sediment, and foundation. Of interest in the study is the evaluation ...
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    Seismic Analysis of Gravity Dams. I: Modeling of Sediments 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 008
    Author(s): Samir Bougacha; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: A finite element technique is developed for two‐dimensional dynamic analysis of systems composed of a gravity dam, the water contained in the reservoir, the sediment accumulating on the reservoir bottom, and the underlying ...
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    Installation of Torpedo Anchors: Numerical Modeling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Mohammad S. Raie; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: Torpedo anchors are used as foundations for mooring deep-water offshore facilities, including risers and floating structures. They are cone-tipped cylindrical steel pipes ballasted with concrete and scrap metal and penetrate ...
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    Response of Dams to Earthquakes Including Effects of Sediments 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Fernando Medina; José Dominguez; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: Using a technique based on the boundary element method, results are obtained for two‐dimensional dam‐water‐sediments‐foundation systems subjected to ground motion. Both deep‐stratum and half‐space idealizations of the ...
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    Vertical Response of Arbitrarily Shaped Embedded Foundations 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): George Gazetas; Ricardo Dobry; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: A simple method to compute the dynamic stiffnesses and damping coefficients of arbitrarily shaped rigid foundations embedded in a reasonably homogeneous and deep soil deposit and subjected to harmonic vertical excitation ...
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    Directional Effects of Shear Combined with Compression on Bridge Elastomeric Bearings 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): Hieu H. Nguyen; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: Elastomeric bearings are widely used in bridge supports to accommodate thermal and other movements. The study presented in this paper extends an earlier investigation of two-dimensional bearing performance to three dimensions. ...
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    Closure to “Buckle Propagation: Steady‐State Finite‐Element Analysis” by André C. Nogueira and John L. Tassoulas 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    Author(s): André C. Nogueira; John L. Tassoulas
    Publisher: American Society of Civil Engineers
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    Collapse of Composite Rings Due to Delamination Buckling Under External Pressure 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 011
    Author(s): Hayder A. Rasheed; John L. Tassoulas
    Publisher: American Society of Civil Engineers
    Abstract: The collapse of cylindrical shells under external pressure is known to be controlled by global elastic buckling, material failure, or a combination thereof. In the case of composites, delamination is another factor affecting ...
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