Do-Young Moon
- 초단유리섬유가 PSC 그라우트의 부식저항성능에 미치는 영향 (Effect of Milled Glass Fibers on Corrosion Resistance of PSC Grout Mortar). In: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 19, n. 6 (November 2015). (2015):
- 고온손상된 GFRP 보강근의 장기 잔존 계면전단강도 예측 (Prediction of Long-term Residual Inter-laminar Shear Strength of Thermally Damaged GFRP Rebar). In: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 18, n. 3 (Mai 2014). (2014):
- TBM 터널 세그먼트용 60 MPa급 강섬유보강콘크리트의 휨성능 평가 (Flexural performance evaluation of SFRC with design strength of 60 MPa). In: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), v. 15, n. 3 ( 2013). (2013):
- 실물파괴실험에 의한 세그먼트 라이닝의 강섬유 보강 효과 평가 (Evaluation of steel fiber reinforcement effect in segment lining by full scale bending test). In: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), v. 15, n. 3 ( 2013). (2013):
- TBM 터널 세그먼트용 강섬유보강 콘크리트의 인장특성 평가 (Evaluation of tensile properties of SFRC for TBM tunnel segment). In: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), v. 14, n. 3 (31 Mai 2012). (2012):
- DPT 실험을 이용한 고온노출된 강섬유보강콘크리트의 인장강도 평가 (Tensile strength evaluation of SFRC subjected to high temperature using double punch test). In: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), v. 15, n. 1 (30 Januar 2013). (2013):
- 강섬유 혼입량이 철근 부식저항성능에 미치는 영향 (Influence of steel fiber contents on corrosion resistance of steel reinforcement). In: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), v. 17, n. 3 (31 Mai 2015). (2015):
- Practical crack control during the construction of precast segmental box girder bridges. In: Computers & Structures, v. 83, n. 31-32 (Dezember 2005). (2005):
- Detailing considerations on RC beams strengthened with CFRP bars embedded in mortar overlay. In: Construction and Building Materials, v. 21, n. 8 (August 2007). (2007):
- Effect of steel fibers on the flexural behavior of RC beams with very low reinforcement ratios. In: Construction and Building Materials, v. 188 (November 2018). (2018):