Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2016-02 (Vol.28 No.1)
  4. 10.4334/JKCI.2016.28.1.075
Export citation EndNote
XML PDF INFO REF
1 
1.Ministry of Land, Infrastructure and Transport. Korea Highway Bridge Design Code (Limit State Design Method), 2015.Google Search
2 
2.Korea Concrete Institute. Concrete Structural Design Code, 2012.Google Search
3 
3.Kim, T. H., Lee, J. H., and Shin, H. M., “Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: I. Development and Verification”, Journal of the Earthquake Engineering Society of Korea, Vol.18, No.1, 2013, pp.1-8.DOI
4 
4.Kim, T. H., Kim, H. Y., Lee, J. H., and Shin, H. M., “Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: II. Experiments and Analyses”, Journal of the Earthquake Engineering Society of Korea, Vol.18, No.1, 2013, pp.9-18.DOI
5 
5.AASHTO. AASHTO LRFD Bridge Design Specifications, 6th Edition, 2012.Google Search
6 
6.Park, K. S., Seo, H. Y., Kim, I. H., and Sun, C. H., “Seismic Behaviors of Circular RC Bridge Columns by Lap-splices Length of Longitudinal Reinforcements – An Analytical Study”, Proceedings of EESK Conference. Vol.16, 2012, pp.79-82.Google Search
7 
7.Kim, I. H., Sun, C. H., Lee, S. H., Park, K. S., and Seo, H. Y., “Seismic Behaviors of Circular Sectional RC Bridge Columns with Various Lap-splice Lengths – An Experimental Study”, Journal of the Earthquake Engineering Society of Korea, Vol.16, No.6, 2012, pp.47-56.DOI
8 
8.Park, R., “Ductility Evaluation from Laboratory and Analytical Testing”, Proc. of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, Vol.VII, Balkema, Rotterdam. 1988, pp.605-616.Google Search
9 
9.Kim, T. H., and Shin, H. M., “Analytical Study on Dis-continuous Displacement in Reinforced Concrete Column- Footing Joint under Earthquake”, Journal of the Korea Concrete Institute, Vol.12, No.6, 2000, pp.83-90.Google Search
10 
10.Kim, T. H., Lee, S. C., and Shin, H. M., “Analytical Study on Fatigue Behavior of Reinforced Concrete Bridge Piers under Earthquake”, Journal of the Korea Concrete Institute, Vol.13, No.4, 2001, pp.389-396.Google Search
11 
11.Kim, T. H., Lee, K. M., Chung, Y. S., and Shin, H. M., “Seismic Damage Assessment of Reinforced Concrete Bridge Columns”, Engineering Structures, Vol.27, No.4, 2005, pp.576-592.DOI
12 
12.Kim, T. H., Kim, Y. J., Kang, H. T., and Shin, H. M.. “Per-formance Assessment of Reinforced Concrete Bridge Columns Using a Damage Index”, Canadian Journal of Civil Engineering, Vol.34, No.7, 2007, pp.843-855.DOI
13 
13.Kim, T. H., Choi, J. H., Lee, J. H., and Shin, H. M., “Per-formance Assessment of Hollow RC Bridge Column Sections with Reinforcement Details for Material Qunatity Reduction”, Magazine of Concrete Research, Vol.65, No.21, 2013, pp. 1277-1292.DOI
14 
14.Kim, T. H., Lee, J. H., and Shin, H. M., “Performance Assessment of Hollow Reinforced Concrete Bridge Columns with Triangular Reinforcement Details”, Magazine of Concrete Research, Vol.66, No.16, 2014, pp.809-824.DOI
15 
15.Taylor, R. L., FEAP - A Finite Element Analysis Program, Version 7.2. Users Manual, Volume 1 and Volume 2. 2000.Google Search
16 
16.Mander, J. B., Priestley, M. J. N., and Park, R., “Theoretical Stress-strain Model for Confined Concrete”, Journal of Structural Engineering, ASCE, Vol.114, No.8, 1988, pp.1804-1826.DOI
17 
17.Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California, 1996.Google Search