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    Cyclic Testing of Replaceable Steel Coupling Beams with Reduced Beam Sections and Moment End-Plate Connections 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022164
    Author(s): Colin Lambie; Adam R. Phillips; Christopher J. Motter
    Publisher: ASCE
    Abstract: Coupled walls are a common lateral load resisting system for buildings located in seismic regions. Coupling beams create a ductile link between walls that increase the structure’s resistance to lateral forces and its ability ...
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    Understanding Lifelong Learning and Skills Development: Lessons Learned from Practicing Civil Engineers 

    Source: Journal of Civil Engineering Education:;2022:;Volume ( 148 ):;issue: 004:;page 04022007
    Author(s): Kamryn Froehle; Logan Dickman; Adam R. Phillips; Homero Murzi; Marie Paretti
    Publisher: ASCE
    Abstract: Civil engineering is rapidly evolving as research discoveries, technological evolution, and changing regulations alter the state of practice. To adapt to the advancement of the field, engineers must have the ability to be ...
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    Behavior of Steel Plate–Reinforced Cross-Laminated Timber Panels under Out-of-Plane Loading 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025029-1
    Author(s): Cameron T. Faley; Christopher J. Motter; Adam R. Phillips
    Publisher: American Society of Civil Engineers
    Abstract: The use of steel plate reinforcement to improve the stiffness and strength of cross-laminated timber (CLT) was examined in this study. Double-shear lap tests were conducted to study the bond between wood and steel, and ...
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    Seismic Response of Post-Tensioned Cross-Laminated Timber Rocking Wall Buildings 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Alex W. Wilson; Christopher J. Motter; Adam R. Phillips; J. Daniel Dolan
    Publisher: ASCE
    Abstract: Nonlinear time history analyses were conducted for 5-story and 12-story prototype buildings that used post-tensioned cross-laminated timber rocking walls coupled with U-shaped flexural plates (UFPs) as the lateral force ...
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