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    Intermediate Web Stiffener Spacing Evaluation for Shear Links 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Dmitry Volynkin; Peter Dusicka; G. Charles Clifton
    Publisher: American Society of Civil Engineers
    Abstract: Eccentrically braced frames (EBFs) are a widely used steel seismic resisting system due to their combination of high elastic stiffness and high ductility. The key component of this system is the portion of the beam in the ...
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    Structural Behavior of Composite Panels Made of Lightly Profiled Steel Skins and Lightweight Concrete under Concentric and Eccentric Loads 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author(s): Maha M. S. Ridha; Danda Li; G. Charles Clifton; Xing Ma
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the structural performance of a type of sandwich panels with lightly profiled thin steel skins filled with lightweight concrete. A series of experimental tests and numerical simulations were conducted ...
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    Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024088-1
    Author(s): Maryam Hasanali; Seyed Mohammad Mojtabaei; James B. P. Lim; G. Charles Clifton; Iman Hajirasouliha
    Publisher: American Society of Civil Engineers
    Abstract: This study aims to develop optimized interaction equations for more efficient design of cold-formed steel (CFS) lipped channel beam-columns under combined compressive load and biaxial bending, aligned with the direct ...
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