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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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    Steel-Reinforced Concrete Coupling Beams. II: Modeling 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Christopher J. Motter; David C. Fields; John D. Hooper; Ron Klemencic; John W. Wallace
    Publisher: American Society of Civil Engineers
    Abstract: Using test results presented in previous studies, design and modeling recommendations for steel-reinforced concrete (SRC) coupling beams are provided for both code-based (prescriptive) design approaches and performance-based ...
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    Steel-Reinforced Concrete Coupling Beams. I: Testing 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Christopher J. Motter; David C. Fields; John D. Hooper; Ron Klemencic; John W. Wallace
    Publisher: American Society of Civil Engineers
    Abstract: Structural steel-reinforced concrete (SRC) coupling beams are an alternative to conventional and diagonal rebar-reinforced concrete coupling beams. To address gaps in previous testing that was used to develop design ...
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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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