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    Displacement Control and Uplift Restraint for Base‐Isolated Structures 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Michael C. Griffith; Ian D. Aiken; James M. Kelly
    Publisher: American Society of Civil Engineers
    Abstract: A displacement‐control and uplift‐restraint device that can be installed within multilayer, elastomeric base‐isolation bearings is described. The device acts to limit the displacement of the bearings and is also able to ...
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    Presliding Shear Failure in Prestressed RC Beams. I: Partial-Interaction Mechanism 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Tao Zhang; Phillip Visintin; Deric J. Oehlers; Michael C. Griffith
    Publisher: American Society of Civil Engineers
    Abstract: Despite significant experimental, numerical and analytical research, the shear behavior of reinforced concrete members remains one of the least well understood mechanisms in reinforced concrete. Because of the complexity ...
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    In Situ Out-of-Plane Testing of As-Built and Retrofitted Unreinforced Masonry Walls 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Hossein Derakhshan; Dmytro Dizhur; Michael C. Griffith; Jason M. Ingham
    Publisher: American Society of Civil Engineers
    Abstract: The out-of-plane behavior of as-built and retrofitted unreinforced masonry (URM) walls was investigated by conducting in situ static airbag tests in four buildings. The age of the buildings varied from 80 to 130 years, and ...
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    Presliding Shear Failure in Prestressed RC Beams. II: Behavior 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Tao Zhang; Phillip Visintin; Deric J. Oehlers; Michael C. Griffith
    Publisher: American Society of Civil Engineers
    Abstract: In the companion paper, based on the theories of partial interaction and shear friction, a mechanics-based segmental approach, which can cope with any cross section and material property, was developed to simulate the shear ...
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