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    Computational Simulation of a Full-Scale, Fixed-Base, and Isolated-Base Steel Moment Frame Building Tested at E-Defense 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Nhan D. Dao; Keri L. Ryan
    Publisher: American Society of Civil Engineers
    Abstract: A full-scale earthquake simulation of a five-story steel moment frame building at E-Defense, the world’s largest single shake table facility in Miki, Japan, in August 2011 provided realistic data to improve and validate ...
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    Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Keri L. Ryan; Nhan D. Dao
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on a horizontal-vertical coupling effect observed in a full-scale shake table experiment of a 5-story moment frame building isolated with triple pendulum bearings. A significant increase or amplification ...
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    Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Keri L. Ryan; Nhan D. Dao
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on a horizontal-vertical coupling effect observed in a full-scale shake table experiment of a 5-story moment frame building isolated with triple pendulum bearings. A significant increase or amplification ...
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