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    Behavior of Intermediate Transverse Stiffeners Attached on Web Panels 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): Sung C. Lee; Chai H. Yoo; Dong Y. Yoon
    Publisher: American Society of Civil Engineers
    Abstract: Current AASHTO and AISC specifications require that an intermediate transverse stiffener attached on the shear web panel be designed not only to have a proper bending rigidity to meet the simply supported condition when ...
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    New Design Rule for Intermediate Transverse Stiffeners Attached on Web Panels 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Sung C. Lee; Chai H. Yoo; Dong Y. Yoon
    Publisher: American Society of Civil Engineers
    Abstract: The equation for the required area of the intermediate transverse stiffener stipulated in the current AASHTO and AISC specifications was derived under the assumption that the transverse stiffener is subjected to an axial ...
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    Analysis of Shear Lag Anomaly in Box Girders 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author(s): Sung C. Lee; Chai H. Yoo; Dong Y. Yoon
    Publisher: American Society of Civil Engineers
    Abstract: In box girders with wide flanges, an uneven flange stress distribution (the flexural normal stress is greater at the edges than that at the center of the flange), so-called shear lag (or positive shear lag), may occur ...
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