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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2013-08 (Vol.25 No.4)
  4. 10.4334/JKCI.2013.25.4.429
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1 
1. Oh, H. C., Ma, H. W., Kim, I. G., Kim, Y. J., and Kim, S. W., “Construction of Long-Span PSC Girder Bridge Using the Precast Deck,” Magazine of the Korea Concrete Institute, Vol. 20, No. 2, 2008, pp. 50-53.Google Search
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2. Kim, S. D. and Ko, S. Y., “Design Example of P. C. T Girder Bridge in the Curved Ramps,” Magazine of the Korea Concrete Institute, Vol. 19, No. 4, 2007, pp. 52-58.Google Search
3 
3. Park, Y. M., “Modernized Bridge! PCCS Composite Girder-Reach It's Dream!” Magazine of Korean Society of Steel Construction, Vol. 20, No. 3, 2008, pp. 33-37.Google Search
4 
4. Kim, C. E., Ahn, H. Y., and Shin, D. K., “Prestressed Composite Girder,” Magazine of Korean Society of Steel Construction, Vol. 20, No. 3, 2008, pp. 24-27.Google Search
5 
5. Yhim, S. S., Son, S. H., and Seo, K. H., “A Study on the Structural Behaviors of Interior Support of 6 Span SCP Continuous Girder Bridge,” Journal of The Korean Institute for Structural Maintenance Inspection, Vol. 8, No. 4, 2004, pp. 135-143.Google Search
6 
6. Oh, B. H., Jung, H. J., and Jin, N. H., “The Analytic and Experimental Study of Preflexed Girder Bridge Reinforced by Continuous Tendons with an Eccentricity,” Proceedings of The Korean Institute for Structural Maintenance Inspection, Vol. 7, No. 1, 2003, pp. 289-294.Google Search
7 
7. Kim, S. J., “Multi Stages Prestress Composite Girder,” Magazine of Korean Society of Steel Construction, Vol. 20, No. 3, 2008, pp. 28-32.Google Search
8 
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9. Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, 2012, pp. 46-53.Google Search
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11. ACI 209R-92, “Prediction of Creep, Shrinkage and Temperature Effect in Concrete Structures,” ACI Manual of Concrete Practice-Part 1, American Concrete Institute, 1997, pp. 4-12.Google Search
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12. AASHTO, AASHTO LRFD Bridge Design Specifications, American Association of State Highway and Transfortation Officials, Washington DC, 2007, 5-108-122.Google Search
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13. Korea Road and Transportation Association, Bridge Design Specifications, Gunsul Book, Seoul, 2010, pp. 4-121-125.Google Search
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15. Bažant, Z. P., “Prediction of Concrete Creep Effects Using Age-Adjusted Effective Modulus Method,” ACI Journal Proceedings, Vol. 69, Issue 4, 1972, pp. 212-217.Google Search
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16. Balevičius, R., “An Average Stress Strain Approach to Creep Analysis of RC Uncracked Elements,” Mechanics of Time-Dependent Materials, Vol. 14, No. 1, 2010, pp. 69-89.DOI
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17. Yon, J. H., Kyung, T. H., and Kim, D. N., “Stress Relaxation Coefficient Method for Concrete Creep Analysis of Composite Sections,” Journal of the Korea Concrete Institute, Vol. 23, No. 1, 2011, pp. 77-86.DOI
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18. Ministry of Land, Transport and Maritime Affairs, Bridge Design Handbook - Volume 5, 2008, pp. 208.66-170.Google Search
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19. Cho, H. N., Lee, U. S., and Park, J. B., “Computer-Aided Optimization of Preflex Bridges,” Proceedings of The Computational Structural Engineering Institute of Korea, 1993, pp. 289-294.Google Search
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