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    Large-Scale Testing of a Replaceable “Fuse” Steel Coupling Beam 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Patrick J. Fortney; Bahram M. Shahrooz; Gian A. Rassati
    Publisher: American Society of Civil Engineers
    Abstract: When coupled core wall (CCW) systems are built in regions of high seismicity, the ductility demands on the coupling beams can be of critical concern. Steel coupling beams, whether encased in concrete or not, offer a very ...
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    Seismic Design of Hybrid Coupled Wall Systems: State of the Art 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Sherif El-Tawil; Kent A. Harries; Patrick J. Fortney; Bahram M. Shahrooz; Yahya Kurama
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers connected with steel coupling beams distributed over the height of the structure. Extensive research over the past several decades ...
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