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    Performance of Profiled Concrete Shear Panels 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): K. M. Anwar Hossain; Howard D. Wright
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the behavior of profiled concrete shear panels that may be used as core walls in framed construction. This research developed as a part of a larger program of work on a novel form of composite walling ...
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    Flexural Strength of Profiled Beams 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Deric J. Oehlers; Howard D. Wright; Matthew J. Burnet
    Publisher: American Society of Civil Engineers
    Abstract: A construction technique that uses steel decking as permanent and integral shuttering for the sides and soffits of reinforced concrete beams is described. Experimental tests on large‐scale profiled beams have shown that ...
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    Local Buckling of Steel Plates in Double Skin Composite Panels under Biaxial Compression and Shear 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Qing Quan Liang; Brian Uy; Howard D. Wright; Mark A. Bradford
    Publisher: American Society of Civil Engineers
    Abstract: Steel plates in double skin composite (DSC) panels are restrained by a concrete core and welded stud shear connectors at discrete positions. Local buckling of steel plates in DSC panels may occur in a unilateral mode between ...
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