Jong Sup Park 
- (2011): 부실 정밀점검 및 정밀안전진단의 문제점과 평가제도의 개선방향 (Problems of Insufficient Detailed Inspection and Precision Safety Diagnosis and the Improving Direction for the Evaluation System). In: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 15, n. 5 (September 2011).
- (2022): Flexural Behavior of Steel Beams Strengthened with CFRP Under Fire. In: International Journal of Steel Structures, v. 22, n. 6 (21 September 2022).
- (2022): Numerical study on buckling capacity of steel H-beams under non-uniform temperature distribution. In: Journal of Structural Fire Engineering, v. 14, n. 2 (August 2022).
- (2003): Lateral buckling of beams with top bracing. In: Structural Engineering and Mechanics, v. 16, n. 5 (November 2003).
- (2013): Inelastic lateral-torsional buckling strengths of stepped I-beams subjected to general loading condition. In: Structural Engineering and Mechanics, v. 48, n. 2 (Oktober 2013).
- (2004): Lateral buckling formula of stepped beams with length-to-height ratio factor. In: Structural Engineering and Mechanics, v. 18, n. 6 (Dezember 2004).
- (2012): Dynamic Characteristics Evaluation of Innovative UHPC Pedestrian Cable Stayed Bridge. In: Engineering, v. 4, n. 12 ( 2012).
- (2020): Effects of embedded trench installations using expanded polystyrene geofoam applied to buried corrugated steel arch structures. In: Tunnelling and Underground Space Technology, v. 98 (April 2020).
- (2020): The effect of load reduction on underground concrete arch structures in embedded trench installations. In: Tunnelling and Underground Space Technology, v. 98 (April 2020).
- (2019): Inelastic Lateral Buckling Resistance of Stepped I-beam with Compact Section and Continuous Bracing. In: KSCE Journal of Civil Engineering, v. 23, n. 3 (Januar 2019).
- (2015): Inelastic buckling assessment of monosymmetric I-beams having stepped and non-compact flange sections. In: Journal of Constructional Steel Research, v. 114 (November 2015).
- (2012): Elastic lateral torsional buckling strength of monosymmetric stepped I-beams. In: KSCE Journal of Civil Engineering, v. 16, n. 5 (Juni 2012).
- (2004): Flexural-torsional buckling of stepped beams subjected to pure bending. In: KSCE Journal of Civil Engineering, v. 8, n. 1 (Januar 2004).
- (2006): Fatigue evaluations of variable message sign structures based on AASHTO specifications. In: KSCE Journal of Civil Engineering, v. 10, n. 3 (Mai 2006).
- (2016): Inelastic buckling capacity of beams considering load height effect, stepped flanges, and compact or noncompact sections. In: International Journal of Steel Structures, v. 16, n. 4 ( 2016).
- (2015): Experimental and numerical investigation on LTB strengths of monosymmetric compact I-beams with thickness-stepped-flanges. In: International Journal of Steel Structures, v. 15, n. 4 ( 2015).
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