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    Analytical Study on Rotational Restraint of Sheathing 

    Guan, Y.; Schafer, B.W. (2008)
    Building upon a previous set of experiments performed to determine connection rotational restraint provided by sheathing in cold-formed steel floor joists, this study investigates the reliability of reported connection ...
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    Simulation of cold-formed steel structures 

    Leng, Jiazhen (2015)
    Buildings framed from cold-formed steel members are becoming increasingly common. Simulation of cold-formed steel (CFS) structures in this dissertation includes seismic modeling and analysis of a two-story CFS-framed ...
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    Direct Strength Prediction of Cold-Formed Steel Beam-Columns 

    Torabian, Shahabeddin; Zheng, Baofeng; Shifferaw, Yared; Schafer, Benjamin W. (2016)
    The Direct Strength Method (DSM) of cold-formed steel member design employs local, distortional, and global cross-section elastic buckling analysis with empirically derived “direct” expressions to predict member strength. ...
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    Behavior of Full-Scale Cold-Formed Steel Buildings under Seismic Excitations 

    Peterman, Kara Danielle (2014)
    The experimental behavior of cold-formed steel (CFS) structures under seismic loads remains relatively unexplored. Modern design codes are based on member and sub- system level testing and have not been validated at the ...
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    Behavior and Design of Sheathed Cold-Formed Steel Stud Walls under Compression 

    Vieira, Luiz Carlos Marcos Junior (2011)
    Cold-formed steel may be used to frame the walls, floors, and roofs of modern buildings. The individual cold-formed steel members (studs) have sheathing attached to provide appropriate architectural enclosures. This sheathing ...
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    Inelastic Bending Capacity in Cold-Formed Steel Members 

    Shifferaw, Yared; Schafer, B.W. (2008)
    The enclosed research report has been prepared for the AISI as supporting material for proposed additions to the AISI Specification (AISI-S100-07) with respect to inelastic bending of cold- formed steel flexural members. ...
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    Distortional Buckling of Cold-Formed Steel Members in Bending 

    Yu, Cheng; Schafer, Benjamin W. (2005)
    Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in combination with yielding. For many cold-formed steel (CFS) studs, joists, purlins, or girts, distortional buckling may ...
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    AISI Design Methods for Sheathing Braced Design of Wall Studs in Compression 

    Schafer, B.W.; Vieira, L.; Iourio, O. (2008)
    This is an informal progress report document summarizing recent work on the development of a design method for sheathing braced design of wall studs with dissimilar sheathing. This document focuses on only one aspect of ...
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    Experiments on Rotational Restraint of Sheathing 

    Schafer, B.W.; Sangree, R. H.; Guan, Y. (2007)
    A series of cantilever tests on joist-sheathing assemblies were conducted to determine the rotational restraint that sheathing provides to the compression flange of a floor joist in bending. This rotational restraint, which ...
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    Test Verification of the Effect of Stress Gradient on Webs of Cees and Zee Sections 

    Schafer, Ben; Yu, Cheng (2002)
    This report details the work performed under a research grant funded by the American Iron and Steel Institute (AISI) and the Metal Building Manufacturers Association (MBMA) entitled “Test Verification of the Effect of ...
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    AuthorSchafer, B.W. (12)Yu, Cheng (6)Easterling, W. S. (3)Eatherton, M. R. (2)Guan, Y. (2)Hajjar, J. F. (2)Peterman, K.D. (2)Schafer, Benjamin W. (2)Shifferaw, Yared (2)Bian, G. (1)... View MoreSubject
    Cold-formed steel (27)
    Direct Strength Method (6)diaphragm (4)distortional buckling (4)earthquake engineering (4)sheathed (4)sheathing bracing (4)beam (3)profiled steel deck (3)shear (3)... View MoreDate Issued2010 - 2020 (16)2000 - 2009 (11)Has File(s)Yes (27)

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