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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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    Discussion of “<i>Structural Seismic Damper</i>” by Manuel Aguirre and A. Roberto Sánchez (May, 1992, Vol. 118, No. 5) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): Ian D. Aiken; James M. Kelly; Eduardo Miranda
    Publisher: American Society of Civil Engineers
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    Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Cameron J. Black; Nicos Makris; Ian D. Aiken
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on the results from a comprehensive component testing program on a type of buckling-restrained brace known as the Unbonded Brace™. The experimental data are used to: (1) verify the results of theoretical ...
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    Observed Behavior of Seismically Isolated Buildings 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Jonathan P. Stewart; Joel P. Conte; Ian D. Aiken
    Publisher: American Society of Civil Engineers
    Abstract: Strong motion recordings from four seismically isolated buildings are used in time-invariant and time-variant modal identification analyses. The buildings are identified as equivalent, time-varying, linear dynamic systems ...
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