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    Reliability of Existing and Proposed North American Design Provisions for RHS Compression Members with Slender Elements 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 04022108
    Author(s): Kyle Tousignant; Kamran Tayyebi; Min Sun
    Publisher: ASCE
    Abstract: Design provisions for axially compressed rectangular hollow section (RHS) members with slender elements were evaluated using an approximate first-order reliability method analysis. A total of 342 nonlinear finite-element ...
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    Design of Single-Sided Fillet Welds under Transverse Load 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022118
    Author(s): Justin H. Thomas; Kyle Tousignant
    Publisher: ASCE
    Abstract: In North American steel design specifications, a directional strength-enhancement factor is used to increase the predicted strength of fillet welds subjected to transverse loading (i.e., loading at 90° to the weld ...
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    Experimental Evaluation of Design Procedures for Fillet Welds to Hollow Structural Sections 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Jeffrey A. Packer; Min Sun; Kyle Tousignant
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses contemporary design procedures for fillet welds to hollow structural sections (HSS) in several prominent design codes. The structural reliability associated with the directional strength-enhancement ...
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    Experimental Evaluation of Design Procedures for Fillet Welds to Hollow Structural Sections 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Jeffrey A. Packer; Min Sun; Kyle Tousignant
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses contemporary design procedures for fillet welds to hollow structural sections (HSS) in several prominent design codes. The structural reliability associated with the directional strength-enhancement ...
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