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    Elastic-Plastic Analysis of Bolted Angles Usable in Steel Frame Connections 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Ali Davaran; Thierry Béland; Robert Tremblay
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model was proposed to predict the monotonic load-deformation behavior of bolted angles used in semirigid steel frame connections. This model was validated using the results of 30 pull tests performed on bolted ...
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    Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Thierry Béland; Robert Tremblay; Eric M. Hines; Larry A. Fahnestock
    Publisher: ASCE
    Abstract: Partially restrained beam-column connections such as bolted double web with top and seat angle connections can be used in the gravity load system of steel buildings to develop secondary moment frame action and enhance ...
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    Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Thierry Béland; Robert Tremblay; Eric M. Hines; Larry A. Fahnestock
    Publisher: ASCE
    Abstract: Double-web-angle beam–column connections are used extensively for gravity framing in steel buildings. Although they are designed to resist shear and to allow rotation, they still possess moment capacity that may contribute ...
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    Experimental Parametric Characterization of Bolted Angle Connection Behavior 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Thierry Béland; Cameron R. Bradley; Jessalyn Nelson; Joshua G. Sizemore; Ali Davaran; Robert Tremblay; Eric M. Hines; Larry A. Fahnestock
    Publisher: ASCE
    Abstract: This article describes an extensive experimental program that was conducted to characterize comprehensively the nonlinear sectional force-displacement response of bolted steel angle semirigid connections. A total of 139 ...
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