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    Inelastic Seismic Response of Frame Fasteners for Steel Roof Deck Diaphragms 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Colin A. Rogers; Robert Tremblay
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was undertaken to investigate the inelastic seismic response of metal deck roofing systems. The load carrying capacity of roof diaphragms for low-rise steel buildings, subjected to lateral loads ...
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    Inelastic Seismic Response of Side Lap Fasteners for Steel Roof Deck Diaphragms 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Colin A. Rogers; Robert Tremblay
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was undertaken to investigate the inelastic seismic response of metal deck roofing systems. The load carrying capacity of roof diaphragms for low-rise steel buildings, subjected to lateral loads ...
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    Ductility of G550 Sheet Steels in Tension 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Colin A. Rogers; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: Cold formed structural members are fabricated from sheet steels which must meet various material requirements prescribed in applicable national design standards. These requirements ensure that (1) Stress concentrations can ...
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    Bolted Connection Tests of Thin G550 and G300 Sheet Steels 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 007
    Author(s): Colin A. Rogers; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: Cold formed structural members are fabricated from sheet steels that must meet various material requirements prescribed in applicable national design standards. These requirements ensure that 1) stress concentrations can ...
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    Failure Modes of Bolted-Sheet-Steel Connections Loaded in Shear 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Colin A. Rogers; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: To ensure that accurate failure-mode assessments are made, and ultimately to ensure that accurate design equations are formulated, a detailed analysis is needed of the procedure used to identify the cause of a connection ...
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    Screwed Connection Tests of Thin G550 and G300 Sheet Steels 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Colin A. Rogers; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed structural members are fabricated from sheet steels that must meet the various material requirements prescribed in applicable national design standards. These requirements ensure that (1) stress concentrations ...
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    Behavior of Roof Deck Diaphragms under Quasistatic Cyclic Loading 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Hesham S. Essa; Robert Tremblay; Colin A. Rogers
    Publisher: American Society of Civil Engineers
    Abstract: A series of 18 large-scale tests was carried out on corrugated cold-formed steel deck diaphragms for single-story buildings to investigate the diaphragm’s ability to function as the main source for absorbing earthquake ...
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    Behavior and Design of Block Shear Strength of Beam-End Bolted Connections Using Cold-Formed Steel Channels 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 007:;page 04025086-1
    Author(s): Viet Binh Pham; Cao Hung Pham; Colin A. Rogers; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The block shear strengths of simple cold-formed steel bolted connections for members in tension have been thoroughly investigated, whereas the combined effects of shear rotation on the strengths of beam-end bolted connections ...
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    Structural Behavior of Screwed Connections in Cold-Formed Steel Beams 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04020354-1
    Author(s): Minh Toan Huynh; Cao Hung Pham; Colin A. Rogers; Gregory J. Hancock
    Publisher: ASCE
    Abstract: Two test series were carried out on angle cleat connections between cold-formed channels as beams and rectangular hollow sections as support members. The objective of the tests was to determine the effect of connection ...
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