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    Evaluation of Vision-Based Measurements for Shake-Table Testing of Nonstructural Components 

    Source: Journal of Computing in Civil Engineering:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Farzad Nikfar; Dimitrios Konstantinidis
    Publisher: American Society of Civil Engineers
    Abstract: During an earthquake, freestanding equipment and contents in a building may experience large complex 3D motion. Depending on the geometry, mass distribution, and support mechanism (e.g., wheels, casters, legs) of the object, ...
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    Peak Sliding Demands on Unanchored Equipment and Contents in Base-Isolated Buildings under Pulse Excitation 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Farzad Nikfar; Dimitrios Konstantinidis
    Publisher: American Society of Civil Engineers
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    Effect of the Stick-Slip Phenomenon on the Sliding Response of Objects Subjected to Pulse Excitation 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Farzad Nikfar; Dimitrios Konstantinidis
    Publisher: American Society of Civil Engineers
    Abstract: The response analysis of sliding objects and structures subjected to ground excitation is most often performed using Newmark’s rigid sliding block with Coulomb friction. This simplified sliding model has been shown to ...
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    Experimental Study on the Seismic Response of Equipment on Wheels and Casters in Base-Isolated Hospitals 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Farzad Nikfar; Dimitrios Konstantinidis
    Publisher: American Society of Civil Engineers
    Abstract: Base isolation is accepted as the method of choice for mitigating the seismic risk of critical facilities, including hospitals. However, while many studies have confirmed the effectiveness of isolation in reducing seismic ...
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