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    Seismic Behavior of Steel Moment Frame Connections with Repairs in the Plastic Hinge Region 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024042-1
    Author(s): Ryan T. Stevens; Matthew H. Hebdon; Matthew R. Eatherton
    Publisher: ASCE
    Abstract: Steel moment frames develop large drift capacity and dissipate seismic energy through inelastic deformation in the plastic hinge region near the beam-to-column connection. To discourage fracture in this region, known as ...
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    Correlating Surface Hardness to Shear Strength of Driven Rivets and Distribution of In Situ Rivet Hardness 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003:;page 04020476-1
    Author(s): Ryan T. Stevens; Ryan J. Sherman; Matthew H. Hebdon
    Publisher: ASCE
    Abstract: Measuring surface hardness and correlating it to shear strength is a nondestructive test method that can be used when a more accurate estimate of rivet strength is necessary. The objectives of this research were to ...
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