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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1. 
Chung, C. H., Byun, T. G., Kim, I. G., Shin, D. H., Lee, H. J. (2017), Evaluation on Structural Performance of Joint with Asymmetric Ribbed Connection Details used in Precast Bridge Deck, Journal of the Korea Concrete Institute, 29(2), 159-167. (in Korean)DOI
2. 
Graybeal, B., Tenesi, J. (2007), Durability of an Ultra High Performance Concrete, Journal of Materials in Civil Engineering, ASCE, 19(10), 848-854.DOI
3. 
Kim, I. G., Kim, Y. J., Kim, S. W., Jang, S. K. (2007), Rapid and Mechanized Construction of Bridge Deck with Precast Concrete Deck System used Longitudinal Tendon, Magazine of the Korea Concrete Institute, 19(3), 50-54. (in Korean)Google Search
4. 
Korean Institute of Bridge and Structural Engineers (2015), Korea Highway Bridge Design Code : Limit states design method. (inKorean)Google Search
5. 
Lee, H. J., Chung, C. H., Shin, D. H., Park, S. J., Kim, I. G. (2017), Evaluation on Structural Performance of Precast Bridge Deck Joint using HSFRC, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(6), 196-205. (in Korean)Google Search
6. 
Lee, J. K. (2015), Fatigue Evaluation of Precast Concrete Deck Connection using Ultra-High Performance, Fiber Reinforced Concrete, Journal of the Korean Society of Civil Engineers, 35(2), 275-285. (in Korean)DOI
7. 
MIDAS (2012), MIDAS CIVIL 2012 user’s manual, MIDAS CIVIL 2012 user’s manual, MIDAS Information Technology Co., Ltd. (in Korean)Google Search
8. 
Oh, H. C., Chung, C. H., Kang, M. G., Park, S. J., Shin, D. H. (2016), Evaluation on Flexural Performance of Precast Decks with Ribbed Joint by FEM, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(1), 85-94. (in Korean)DOI
9. 
Park, S. J., Shin, D. H., Kim, I. G., Bae, D. J., Lee, C. H. (2014), Experimental Study on The Behavior Characteristics of Connections between Precast Segmental Bridge Decks, Proceedings of the Korean Society of Civil Engineers, Experimental Study on The Behavior Characteristics of Connections between Precast Segmental Bridge Decks, Proceedings of the Korean Society of Civil Engineers. (in Korean)Google Search
10. 
Ryu, H. K., Kim, Y. J., Jang, S. P. (2007), Experimental Study on Static and Fatigue Strength of Loop Joints, Engineering Structures, 29, 145-162.DOI
11. 
Shin, D. H., Park, S. J., Oh, H. C., Kim, I., G., Kim, Y. J. (2015), Evaluation on Flexural Performance of Precast Bridge Decks with Ribbed Connection, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(3), 1-9. (in Korean)DOI
12. 
Shin, D. H., Chung, C. H., Oh, H. C., Park, S., J., Kim, I., G., Kim, Y., J., Byun, T., G., Kang, M. G. (2016), Structural Behavior of Precast Concrete Deck with Ribbed Loop Joints in a Composite Bridge, Smart Structures and Systems, 17(4), 559-576.DOI
13. 
Hwang, H. H., Yeo, I. S., Cho, K. H., Park, S. Y. (2011), Evaluation of Flexural Strength for UHPC Deck Joints with Lap-Spliced Reinforced Steel Bar, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(6), 92-99. (in Korean)DOI