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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2023-06 (Vol.27 No.3)
  4. 10.11112/jksmi.2023.27.3.30
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References

1 
Ku, Y. H., and Han, S. M. (2022), A Review of the Deterioration and Damage of the Top Flange of the Highway PSC BOX Girder Bridge bassed on the Condition Assessment Results, Journal of the Korea Institute for Structural Maintenance and Inspection, 26(6), 23-32. (in Korean)DOI
2 
MOLIT (2018), Bridge Design Code: KDS 24 00 00, Korea Construction Standart Center. (in Korean)URL
3 
KEC (2022), Development of Maintenance Plan on PSC BOX Girder Bridges, Korea Expressway Corporation, Gimcheon, South Korea. (in Korean)URL
4 
Kim, E. S. (2008), Risk Evaluation of Longitudinal Cracking in Concrete Deck of Box Girder Bridge, Journal of Korean Society of Safety, 23(5), 84-90. (in Korean)URL
5 
Favre, R., Beeby, AW, Falkner, H., Koprna, M., Schiess, M. (1983), Fissuration et Deformations, Manual du Comite Ewo-International du Beton(CEB), Ecole Polytechnique Federale de Lausanne, Switzerland, 249.URL
6 
Gilbert, R. I. (1992), Shrinkage Cracking in Fully Restrained Concrete Members, ACI Structural Journal, 89(2), 141-149.URL
7 
Gilbert, R. I. (2001), Shrinkage, Cracking and Deflection the Serviceability of Concrete Structures, Electronic Journal of Structural Engineering, 1(2021), 15-37.DOI
8 
MOLIT (2021), Detailed Guideline of Safety and Maintenance for Structures-Bridge, Ministry of Land, Infrastructure and Transport, Sejong, South Korea. (in Korean)URL
9 
KEC, 271 Reports of In-depth Safety Inspection for Prestressed Concrete Box Girder Bridges. Korea Expressway Corporation, Gimcheon, South Korea. (in Korean)URL