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    Torsional Brace Strength Requirements for Steel I-Girder Systems 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Yangqing Liu; Todd Helwig
    Publisher: ASCE
    Abstract: Effective stability bracing of beams can be achieved by either preventing lateral movement of the compression flange or restraining twist of the beam cross section. Bracing that restrains twist is aptly referred to as ...
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    Continuous Bracing Systems for Columns and Beams 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021077-1
    Author(s): Joseph A. Yura; Todd A. Helwig
    Publisher: ASCE
    Abstract: Effective bracing systems for columns and beams exist in many forms, including point bracing and continuous bracing. Employing continuous bracing formulations for cases with point braces provides an attractive solution ...
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    Stability Bracing Requirements for Steel Bridge Girders with Skewed Supports 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002
    Author(s): Liqun Wang; Todd A. Helwig
    Publisher: American Society of Civil Engineers
    Abstract: Cross frames and diaphragms are critical elements for the stability of I-shaped steel bridge girders during construction. The AASHTO specifications are relatively vague with regards to the stability design requirements of ...
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    Elastic Global Lateral-Torsional Buckling of Straight I-Shaped Girder Systems 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Liwei Han; Todd A. Helwig
    Publisher: ASCE
    Abstract: Narrow width I-girder systems with relatively long lengths are susceptible to global lateral-torsional buckling, which is a mode that is not generally sensitive to the spacing between cross frames or diaphragms. This ...
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    Critical Imperfections for Beam Bracing Systems 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Liqun Wang; Todd A. Helwig
    Publisher: American Society of Civil Engineers
    Abstract: Establishing the strength requirements for stability bracing generally requires large displacement analyses on imperfect systems. In computational studies on stability bracing, choosing the critical shape of the imperfection ...
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    Behavior of Steel Box Girders with Top Flange Bracing 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Zhanfei Fan; Todd A. Helwig
    Publisher: American Society of Civil Engineers
    Abstract: A critical design stage for steel girders occurs during casting of the concrete bridge deck, when the noncomposite steel section must support the wet concrete and the entire construction load. Although a composite box ...
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    Fatigue Response of a Fracture-Critical Bridge at the End of Service Life 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 005
    Author(s): Jeremiah Fasl; Todd Helwig; Sharon L. Wood
    Publisher: American Society of Civil Engineers
    Abstract: A fracture-critical bridge along Interstate Highway 35 with a relatively high volume of traffic had exceeded its original design life and was monitored before and after a repair was implemented to strengthen the bridge. ...
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    Shear Diaphragm Bracing of Beams. I: Stiffness and Strength Behavior 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): Todd A. Helwig; Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: Light gauge metal decking is commonly used in the building and bridge industries for concrete formwork. In addition to supporting the concrete, the metal forms also improve the lateral-torsional buckling capacity of the ...
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    Shear Diaphragm Bracing of Beams. II: Design Requirements 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): Todd A. Helwig; Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: Light gauge metal decking is commonly used in the building and bridge industries for concrete formwork. In addition to supporting the wet concrete, the metal forms also improve the lateral-torsional buckling capacity of ...
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    Distortional Loads and Brace Forces in Steel Box Girders 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Zhanfei “Tom” Fan; Todd A. Helwig
    Publisher: American Society of Civil Engineers
    Abstract: Trapezoidal steel box girders are often used in curved bridges due to the large torsional stiffness that results from the closed cross section. However, the torsional loading on the box girders can cause the cross section ...
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