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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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    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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    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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    Distortional Buckling of Cold-Formed Steel Columns 

    Schafer, B.W. (2000)
    Research on the distortional buckling of cold-formed steel columns, primarily C and Z shapes is summarized in this document.
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    Moment-Rotation Characterization of Cold-Formed Steel Beams 

    Ayhan, D.; Schafer, B.W. (2012)
    The objective of this study is to provide a prediction method for characterizing the complete moment-rotation (M-!) response of cold-formed steel (CFS) members in bending. The work is an ancillary effort related to the ...
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    Test Report on Cold-Formed Steel Shear Walls 

    Liu, P.; Peterman, K.D.; Schafer, B.W. (2012)
    The objective of report is to detail recent cyclic tests on cold-formed steel (CFS) framed shear walls sheathed with Oriented Strand Board (OSB). The tests details are motivated from shear walls designed for a two-story ...
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    Hysteretic shear response of fasteners connecting sheathing to cold-formed steel studs 

    Peterman, K.D.; Schafer, B.W. (2013)
    The series of experiments reported here aims to characterize the hysteretic behavior of the connection between cold-formed steel (CFS) studs and sheathing when subject to in- plane lateral demands. This connection provides ...
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    CFS-NEES Building Structural Design Narrative 

    Madsen, R. L.; Nakata, N.; Schafer, B.W. (2011)
    The NSF sponsored CFS-NEES1 project R-CR: Enabling Performance-Based Seismic Design of Multi-Story Cold-Formed Steel Structures project was undertaken to study the behavior, particularly seismic behavior, of light-framed ...
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    Sheathing Braced Design of Wall Studs 

    Schafer, B.W. (2013)
    This report provides a summary document and final report for the multi-year project on Sheathing Braced Design of Wall Studs conducted at Johns Hopkins University. This project examined the axial behavior and axial + bending ...
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    Schafer, B.W. (35)
    Torabian, S. (9)Eatherton, M.R. (7)Peterman, K.D. (6)Zhang, Z. (5)Hutchinson, T.C. (4)Singh, A. (4)Wei, G. (4)Easterling, W.S. (3)Hajjar, J.F. (3)... View MoreSubjectCold-formed steel (12)diaphragm (3)distortional buckling (3)sheathing (3)earthquake engineering (2)joist (2)profiled steel deck (2)purlin (2)rotational restraint (2)shear (2)... View MoreDate Issued2020 - 2023 (17)2010 - 2019 (12)2000 - 2009 (5)Has File(s)Yes (35)

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