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    Damping Ratio of RC Squat Wall with Limited Damage under High-Frequency Earthquake 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020295
    Author(s): Hyeon-Keun Yang; Hong-Gun Park
    Publisher: ASCE
    Abstract: In regions experiencing high-frequency earthquakes, it is necessary to reevaluate the seismic performance of nuclear power plant buildings. In the evaluation of equipment, as well as the structure, the damping ratio of a ...
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    Factored Modal Combination for Evaluation of Earthquake Load Profiles 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Hong-Gun Park; Taesung Eom; Hyerin Lee
    Publisher: American Society of Civil Engineers
    Abstract: To accurately predict the inelastic earthquake response of a structure by pushover analysis, the prescribed load profiles should be consistent with the actual force profiles which develop maximum design values during the ...
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    Ductility and Energy Dissipation Capacity of Shear-Dominated Steel Plate Walls 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): In-Rak Choi; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was performed to investigate the potential maximum ductility and energy dissipation capacity of steel plate walls with thin infill plates. Three specimens of a three-story steel plate wall were tested. ...
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    Steel Plate Shear Walls with Various Infill Plate Designs 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): In-Rak Choi; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was performed to investigate the structural capacity of steel plate walls with various infill plate designs. Five three-story steel plate shear walls with thin infill plates were tested. The parameters ...
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    Hysteresis Model of Thin Infill Plate for Cyclic Nonlinear Analysis of Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): In-Rak Choi; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: A hysteresis model for thin infill steel plates was developed to evaluate the nonlinear cyclic behavior of steel plate shear walls. Nonlinear finite-element analysis was performed for thin steel plates with a rigid boundary ...
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    Elongation of Reinforced Concrete Members Subjected to Cyclic Loading 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Tae-Sung Eom; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: Longitudinal elongation develops in reinforced concrete members that exhibit flexural yielding during cyclic loading. The longitudinal elongation can decrease the shear strength and deformation capacity of the members. In ...
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    Cyclic Loading Test for Reinforced Concrete Frame with Thin Steel Infill Plate 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): In-Rak Choi; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was performed to investigate the cyclic behavior of walls that are composed of reinforced concrete boundary frames and thin steel infill plates. For this purpose, three-story steel plate infilled walls ...
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    Plastic Hinge Model for Performance-Based Design of Beam-Column Joints 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020336
    Author(s): Hyeon-Jong Hwang; Hong-Gun Park
    Publisher: ASCE
    Abstract: For performance-based design of reinforced concrete moment frames, the inelastic load-displacement relationship including strength degradation of beam-column joints should be accurately defined. In this study, a simplified ...
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    Eccentric-Axial-Load Test for Composite Columns Using Bolt-Connected Steel Angles 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Hyeon-Jin Kim; Hyeon-Jong Hwang; Hong-Gun Park
    Publisher: ASCE
    Abstract: For better structural performance and constructability, a concrete-encased steel column that uses a steel cage prefabricated with bolt connections was developed. The steel cage consists of longitudinal steel angles and ...
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    Cyclic Loading Test for Composite Walls with U-Shaped Steel Boundary Elements 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021241
    Author(s): Hyeon-Jin Kim; Hong-Gun Park
    Publisher: ASCE
    Abstract: A steel–concrete composite wall with boundary elements of steel U-section was developed for high structural performance and efficient use of materials. Cyclic lateral loading tests were performed on the proposed walls to ...
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