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    Compression Tests of Long Welded I‐section Columns 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author(s): A. J. Davids; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The results of compression tests of long, welded I‐section columns composed of slender plates of high tensile steel are described. Tests of concentrically loaded specimens are compared with a finite strip nonlinear analysis ...
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    Compression Tests of Welded Channel Section Columns 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): K. J. R. Rasmussen; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: A test program is described investigating the compressive strength of channel section columns of slender cross section. The program consisted of different geometries of cross section, each fabricated by welding from ...
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    Discussion of “<i>Elasto‐Plastic Interaction Buckling of Cold‐Formed Channel Columns</i>” by Y. L. Guo and S. F. Chen (August, 1991, Vol. 117, No. 8) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): K. J. R. Rasmussen; G. J. Hancock
    Publisher: American Society of Civil Engineers
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    Steel Member Strength by Inelastic Lateral Buckling 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): N. S. Trahair; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: This paper develops a simple advanced method of designing steel members against out-of-plane failure, in which reduced elastic moduli are used in an out-of-plane buckling analysis to model the effects of high moment, ...
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    Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): K. J. R. Rasmussen; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents compression tests on square and circular stainless steel tubes, including stub column and long column tests. An important part of the test program was to quantify the increase in column strength resulting ...
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    Design of Cold‐Formed Stainless Steel Tubular Members. II: Beams 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): K. J. R. Rasmussen; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents tests on square and circular stainless steel tubular beams. An important part of the test program was to quantify the increase in bending strength resulting from cold‐work during the fabrication process. ...
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    FE Modeling of Four-Bolt, Tubular Moment End-Plate Connections 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): A. T. Wheeler; M. J. Clarke; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The increase in the use of rectangular hollow sections in mainstream steel structures coupled with the economics of prefabrication have highlighted the need for design methods that produce economical bolted tubular ...
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    Compression Tests on Cold-Formed Angles Loaded Parallel with a Leg 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): D. Popovic; G. J. Hancock; K. J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of compression tests on cold-formed equal angles with slender cross section. The angles were tested between pinned ends and loaded axially with eccentric load, which caused bending parallel ...
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    Axial Compression Tests of Cold-Formed Angles 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): D. Popovic; G. J. Hancock; K. J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents fixed-ended and pin-ended compression tests on cold-formed, in-line galvanized equal angles. Three nominal section sizes were tested ranging from nonslender to slender sections. Detailed measurements ...
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    Design Model for Bolted Moment End Plate Connections Joining Rectangular Hollow Sections 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): A. T. Wheeler; M. J. Clarke; G. J. Hancock; T. M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a model for the determination of the serviceability and ultimate moment capacities of bolted moment end plate connections utilizing rectangular hollow sections and two rows of bolts. One row of bolts ...
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