Hyung-Joon Kim 
- (2024): Machine learning-based prediction of hysteretic behaviors of two-side clamped steel shear walls. In: Structures, v. 60 (February 2024).
- (2023): 비내진상세를 가진 기둥용접형 거셋플레이트의 단순화된 유한요소해석모델 (Simplified FEA Model for Non-Seismically Detailed Gusset Plates Welded to a Column Web Only). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 35, n. 6 (27 December 2023).
- (2023): Development of numerical model capturing cyclic behavior of Two-Side clamped infill plates. In: Structures, v. 52 (June 2023).
- (2023): Plastic hinge rotations of steel braces estimated using improved physical theory models. In: Journal of Constructional Steel Research, v. 203 (April 2023).
- (2022): Comparative Investigation on Structural Behaviors of Two-Side Clamped Thin Plates Made of Low-Yield Point Steel. In: International Journal of Civil Engineering, v. 20, n. 8 (April 2022).
- (2021): Load-Carrying Mechanism of Post-Tensioned Inter-Module Connections Implemented into Modular Steel Buildings. In: Journal of Earthquake Engineering, v. 27, n. 4 (December 2021).
- (2021): Shake table test program of cold-formed steel in-plane partition walls. In: Structures, v. 30 (April 2021).
- (2020): Cyclic response of rectangular RC columns retrofitted by hybrid FRP sheets. In: Structures, v. 28 (December 2020).
- (2020): Composite effects of shear connectors used for lightweight-foamed-concrete sandwich wall panels. In: Journal of Building Engineering, v. 29 (May 2020).
- (2019): Influence of the lateral restoring force of isolation system to the seismic performance of isolated buildings in low-to-moderate seismicity regions. In: Soil Dynamics and Earthquake Engineering, v. 125 (October 2019).
- (2018): Low-Cycle Fatigue Failure Prediction of Steel Yield Energy Dissipating Devices Using a Simplified Method. In: International Journal of Steel Structures, v. 18, n. 4 ( 2018).
- (2018): Simplified Estimation Method for Collective Uncertainty-Propagations of Hysteretic Energy Dissipating Device's Properties. In: International Journal of Steel Structures, v. 18, n. 5 ( 2018).
- (2016): Influential properties of hysteretic energy dissipating devices on collapse capacities of frames. In: Journal of Constructional Steel Research, v. 123 (August 2016).
- (2019): Seismic fatigue behavior of in-plane deformational metallic energy dissipating devices. In: Journal of Constructional Steel Research, v. 153 (February 2019).
- (2016): Comparative evaluation of probabilistic uncertainty-propagations to seismic collapse capacity of low-rise steel moment-resisting frames. In: International Journal of Steel Structures, v. 16, n. 3 ( 2016).
- (2014): Probabilistic assessment of structural seismic performance influenced by the characteristics of hysteretic energy dissipating devices. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014).
- (2012): Seismic response of base isolating systems with U-shaped hysteretic dampers. In: International Journal of Steel Structures, v. 12, n. 2 ( 2012).
- (2012): Seismic response of flag-shaped hysteretic SDOF systems with seismic fuses. In: International Journal of Steel Structures, v. 12, n. 4 ( 2012).
- (2013): Shake table testing and numerical simulation of a self-centering energy dissipative braced frame. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 11 (September 2013).
- (2009): Numerical models and ductile ultimate deformation response of post-tensioned self-centering moment connections. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 1 (January 2009).
- (2009): Seismic design procedure and seismic response of post-tensioned self-centering steel frames. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 3 (March 2009).
- (2013): Experimental study of seismic performance of base-isolated frames with U-shaped hysteretic energy-dissipating devices. In: Engineering Structures, v. 56 (November 2013).
- (2017): Numerical investigation on design requirements for steel ordinary braced frames. In: Engineering Structures, v. 137 (April 2017).
- (2008): Friction Damped Posttensioned Self-Centering Steel Moment-Resisting Frames. In: Journal of Structural Engineering (ASCE), v. 134, n. 11 (November 2008).
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