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    Simulated Bilinear-Elastic Behavior in a SDOF Elastic Structure Using Negative Stiffness Device: Experimental and Analytical Study 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): D. T. R. Pasala; A. A. Sarlis; A. M. Reinhorn; S. Nagarajaiah; M. C. Constantinou; D. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: The acceleration and base shear of structures during strong ground motion can be attenuated by achieving bilinear-elastic behavior without any permanent displacement—also referred to as “apparent weakening.” The negative ...
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    Apparent Weakening in SDOF Yielding Structures Using a Negative Stiffness Device: Experimental and Analytical Study 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author(s): D. T. R. Pasala; A. A. Sarlis; A. M. Reinhorn; S. Nagarajaiah; M. C. Constantinou; D. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: The peak deformation, acceleration, and the base shear experienced by the structures can be reduced by simulating yielding in an elastic system—also referred as
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    Negative Stiffness Device for Seismic Protection of Structures: Shake Table Testing of a Seismically Isolated Structure 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): A. A. Sarlis; D. T. R. Pasala; Michael C. Constantinou; Andrei M. Reinhorn; Satish Nagarajaiah; Douglas P. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: The concept of apparent weakening by adding true negative stiffness to a structure has been previously introduced by the authors in order to reduce simultaneous drifts, accelerations, and displacements in a structure without ...
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    Negative Stiffness Device for Seismic Protection of Structures: Shake Table Testing of a Seismically Isolated Structure 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): A. A. Sarlis; D. T. R. Pasala; Michael C. Constantinou; Andrei M. Reinhorn; Satish Nagarajaiah; Douglas P. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: The concept of apparent weakening by adding true negative stiffness to a structure has been previously introduced by the authors in order to reduce simultaneous drifts, accelerations, and displacements in a structure without ...
    Request PDF
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