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    Shake-Table Test of a Seismically Resilient 10-Story Mass Timber Building with Supplemental Uplift Friction Dampers 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024199-1
    Author(s): Daniel M. Dowden; Arman Tatar; Jeffrey W. Berman; Shiling Pei
    Publisher: American Society of Civil Engineers
    Abstract: Post-tensioned rocking mass timber walls (PT-RMTWs) have been established as a seismically resilient seismic force-resisting system for mass timber buildings with high potential. The literature is rich in experimental ...
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