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    Discussion of “Fast and Slow Cyclic Tests for Reinforced Concrete Columns with an Improved Axial Force Control” by Yunbyeong Chae, Jinhaeng Lee, Minseok Park, and Chul-Young Kim 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007:;page 07020001-1
    Author(s): Vahid Sadeghian; Oh-Sung Kwon
    Publisher: ASCE
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    Seismic Analysis of Meloland Road Overcrossing Using Multiplatform Simulation Software Including SSI 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Oh-Sung Kwon; Amr S. Elnashai
    Publisher: American Society of Civil Engineers
    Abstract: A multiplatform simulation of a highway overcrossing bridge is introduced where the embankments, abutments, and pile groups are modeled in a powerful finite-element (FE) package with nonlinear soil material model while the ...
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    Calibration of Live-Load Factor in LRFD Bridge Design Specifications Based on State-Specific Traffic Environments 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Oh-Sung Kwon; Eungsoo Kim; Sarah Orton
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the live load factor in the Strength I Limit State in the AASHTO LRFD Bridge Design Specifications is calibrated based on state-specific traffic environments and bridge configurations. As the initial development ...
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    Experimental and Numerical Characterization of Ultralow-Cycle Fatigue Behavior of Steel Castings 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Chiyun Zhong; Justin Binder; Oh-Sung Kwon; Constantin Christopoulos
    Publisher: ASCE
    Abstract: Steel castings have been increasingly used in building construction to enhance the seismic resistance of structures. Such castings are designed as yielding fuses that dissipate energy through large inelastic deformations, ...
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    Weakly Coupled Hybrid Simulation Method for Structural Testing: Theoretical Framework and Numerical Verification 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Georgios Giotis; Oh-Sung Kwon; Shamim A. Sheikh
    Publisher: ASCE
    Abstract: In this study, a novel method is proposed which allows for testing facilities to run hybrid simulations when the number of actuators is less than the number of the available controlled degrees of freedom. The method is ...
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    Seismic Performance of a Long-Span Cable-Stayed Bridge under Spatially Varying Bidirectional Spectrum-Compatible Ground Motions 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021015-1
    Author(s): Taeyong Kim; Oh-Sung Kwon; Junho Song
    Publisher: ASCE
    Abstract: Considering the socioeconomic prominence of long-span cable-stayed bridges, it is important to ensure their normal operation after strong earthquake events. To this end, their seismic performance must be based on a proper ...
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    Four-Element Pseudodynamic Hybrid Simulation of a Steel Frame with Cast Steel Yielding Connectors under Earthquake Excitations 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021255
    Author(s): Pedram Mortazavi; Oh-Sung Kwon; Constantin Christopoulos
    Publisher: ASCE
    Abstract: Cast steel energy dissipative components are increasingly being incorporated in structural systems in recent years. Cast steel yielding connectors (YC) demonstrate a stable symmetric hysteretic response with increased ...
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    Multielement Hybrid Simulations for Performance Assessment of Multistory Special Concentrically Braced Frames 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022130
    Author(s): Pedram Mortazavi; Saeid Mojiri; Oh-Sung Kwon; Constantin Christopoulos
    Publisher: ASCE
    Abstract: Accurate numerical modeling of structural components is necessary for both performance-based designs of new structures and performance assessments of existing structures. Steel special concentrically braced frames (SCBFs) ...
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    Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024032-1
    Author(s): Pedram Mortazavi; Oh-Sung Kwon; Constantin Christopoulos
    Publisher: ASCE
    Abstract: This paper presents an extensive numerical study on the seismic performance of steel eccentrically braced frames (EBFs) designed according to the ASCE 7-16 standard. A series of EBF building structures ranging from 2 to ...
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    Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024149-1
    Author(s): Youchan Hwang; Jaehong Shim; Oh-Sung Kwon; Ho-Kyung Kim
    Publisher: American Society of Civil Engineers
    Abstract: To address the challenges in predicting the aeroelastic phenomenon and the resulting wind-induced forces on slender bridges, a real-time aeroelastic hybrid simulation (RTAHS) system was developed. The RTAHS system directly ...
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