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    Interaction of Top Lateral and Internal Bracing Systems in Tub Girders 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Kyungsik Kim; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: A lateral bracing system is installed at the top flange level of a steel tub girder to form a quasi-closed box, thereby increasing torsional resistance and retaining the original box shape. A single diagonal (SD) type or ...
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    Closure to “Design Loading on Deeply Buried Box Culverts” by Kyungsik Kim and Chai H. Yoo 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Kyungsik Kim; Chai H. Yoo
    Publisher: American Society of Civil Engineers
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    Design Loading on Deeply Buried Box Culverts 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Kyungsik Kim; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: The current American Association of State Highway and Transportation Officials (AASHTO) standard specifications for highway bridges and AASHTO LRFD bridge design specifications stipulate the computation of the design load ...
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    Brace Forces in Steel Box Girders with Single Diagonal Lateral Bracing Systems 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Kyungsik Kim; Chai H. Yoo
    Publisher: American Society of Civil Engineers
    Abstract: Trapezoidal steel box girders (also known as tub girders) may be at their critical stage during construction because the noncomposite steel section must support both the wet concrete and the entire construction load. A ...
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    Rate-Independent and Rate-Dependent Models for Hysteretic Behavior of Elastomers 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Richard Sause; Kyung-Sik Lee; James Ricles
    Publisher: American Society of Civil Engineers
    Abstract: Rate-independent and rate-dependent models are presented for the hysteretic shear stress-strain behavior of elastomeric damping materials. A rate-independent hysteretic model, called the general asymptote and power function ...
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    Performance-Based Seismic Design of Steel MRFs with Elastomeric Dampers 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): Kyung-Sik Lee; James Ricles; Richard Sause
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents research on seismic design of steel special moment resisting frames (SMRFs) with supplemental elastomeric dampers. The SMRF properties and damper design criteria are varied to illustrate their effects ...
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    Bending Strength of a Horizontally Curved Composite I-Girder Bridge 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 005
    Author(s): Chai H.; Yoo; Kyungsik; Kim; Kyoung C.; Lee; Junsuk; Kang
    Publisher: American Society of Civil Engineers
    Abstract: Horizontally curved I-girders are subjected to combined vertical bending and torsion under gravity loads alone. The torsional behavior of open I-shaped girders is commonly and conveniently transformed to self-equilibrating ...
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