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    Hysteretic Behavior Characterization of Mortise and Tenon Joints Reinforced Using Viscoelastic Dampers in Historic Timber Frames 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025024-1
    Author(s): Duhang Yi; Yuanqing Fan; Yi Pan
    Publisher: American Society of Civil Engineers
    Abstract: Viscoelastic damper (VED) reinforcement has been successfully implemented in Chuan-dou–type timber buildings in southwest China, a region with high seismic intensity. However, the development of analysis models for this ...
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    Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024026-1
    Author(s): Duhang Yi; Jiacong Yuan; Yi Pan; Yuanqing Fan
    Publisher: ASCE
    Abstract: A viscoelastic damper (VED) reinforcement option focusing on recovering the seismic performance of earthquake-damaged historic timber structures on a slope, as regulated by a direct displacement-based design procedure, was ...
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    Seismic Behavior of Predamaged Mortise-and-Tenon Joints Reinforced Using Viscoelastic Dampers 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023124-1
    Author(s): Duhang Yi; Yuanqing Fan; Yi Pan; Jiacong Yuan
    Publisher: ASCE
    Abstract: Mortise-tenon joints are the key load-bearing and energy-dissipating connections in conventional timber structures. The stiffness and damping ratio completely degradation of the key joints in an existing wooden frame due ...
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