Ju-Seong Jung

Research Assistant Professor

Hanyang University

South Korea

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Dr. Ju-Seong Jung is a Research Assistant Professor at Hanyang University in South Korea. His research primarily focuses on seismic performance evaluation and enhancement of reinforced concrete structures, particularly in the context of retrofitting and innovative bracing systems. His recent publications include studies on the dynamic analysis of concrete columns and frames, as well as the evaluation of various strengthening techniques under pseudo-dynamic testing conditions.

Ju-Seong Jung

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Articles (20)

Seismic performance evaluation of reinforced concrete columns using finite element-based nonlinear dynamic analysis

Seismic performance of reinforced concrete frames retrofitted with steel slit dampers supported by studs under pseudo-dynamic loads

Seismic Safety Evaluation of a Full‐Size Reinforced Concrete Frame Infilled With Precast Modular Reinforced Blocks Using Pseudo‐Dynamic Testing and Nonlinear Dynamic Finite Element Analysis

Seismic performance evaluation of R/C buildings strengthened with externally attached precast reinforced block wall

Seismic Protection Provided by a New Diamond-shaped Bracing System with a Horizontally Layered Friction Damper

Hysteretic characteristics of medium- to low-rise RC structures controlled by both shear and flexure evaluated by FEA and pseudo-dynamic testing

Seismic capacity evaluation of a reinforced concrete frame infilled with precast modular block wall for enhancing the horizontal load

Experimental Study on Structural Performance of New Steel–Concrete Composite Beam for Both Long-Span and Low-Height Parking Structures

Experimental study on structural performance of new steel-concrete composite beam for both long-span and low-height parking structures

Seismic Performance Evaluation of Reinforced Concrete Buildings Retrofitted with a New Concrete Filled Tube Composite Strengthening System

Seismic Capacity of R/C Buildings Retrofitted with a V-Bracing System Equipped with a Novel Laterally Layered Friction Damper

Seismic capacity evaluation of existing reinforced concrete buildings strengthened with a novel prestressing steel frame system for increasing lateral strength

Seismic Performance Evaluation of Corrosion-Damaged Reinforced Concrete Columns Controlled by Shear Based on Experiment and FEA

Structural Performance Degradation of Corrosion-Damaged Reinforced Concrete Beams Based on Finite Element Analysis

Seismic Strengthening of R/C Buildings Retrofitted by New Window-Type System Using Non-Buckling Slit Dampers Examined via Pseudo-Dynamic Testing and Nonlinear Dynamic Analysis

Nonlinear dynamic response of R/C buildings strengthened with novel stud-typed seismic control system using non-buckling slit damper

Seismic Strengthening Effects of Full-Size Reinforced Concrete Frame Retrofitted with Novel Concrete-Filled Tube Modular Frame by Pseudo-Dynamic Testing

Evaluation of the Structural Performance of a Novel Methodology for Connecting Modular Units Using Straight and Cross-Shaped Connector Plates in Modular Buildings

Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention

Pseudodynamic testing of a full-size two-story reinforced concrete frame retrofitted with an H-section steel frame installed using a length-adjustment control box

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Bok Gi Lee

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