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    Interpretation of Flexural Vibration Modes from Impact-Echo Testing 

    Source: Journal of Infrastructure Systems:;2016:;Volume ( 022 ):;issue: 003
    Author(s): Seong-Hoon Kee; Nenad Gucunski
    Publisher: American Society of Civil Engineers
    Abstract: The main goals of this study are to provide an improved interpretation of flexural vibration modes of delaminations in concrete bridge decks detected using impact-echo testing, and to develop a simple two-dimensional (2D) ...
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    Stiffness Reduction Factor for Flat Slab Structures under Lateral Loads 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Sang-Whan Han; Young-Mi Park; Seong-Hoon Kee
    Publisher: American Society of Civil Engineers
    Abstract: Effective beam width model (EBWM) has been widely used for predicting lateral drifts and slab moments in flat slab structures under lateral loads. As the slab moment due to lateral loads increases, slab stiffness decreases ...
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    Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use 

    Source: Journal of Transportation Engineering, Part A: Systems:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Boo Hyun Nam; Seong-Hoon Kee; Heejung Youn; Dae Young Kim
    Publisher: American Society of Civil Engineers
    Abstract: Falling weight deflectometer (FWD) testing is commonly used to estimate subgrade resilient modulus (
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    Effects of Bottom Reinforcement on Hysteretic Behavior of Posttensioned Flat Plate Connections 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author(s): Sang Whan Han; Seong-Hoon Kee; Young-Mi Park; Sang-Su Ha; John W. Wallace
    Publisher: American Society of Civil Engineers
    Abstract: Flat plate systems are commonly designed as a gravity-force-resisting system (GFRS) along with stiffer lateral-force-resisting systems (LFRS) such as shear walls, and moment resisting frames; however, deformation compatibility ...
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