Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

References

1 
(2002), Caltrans Seismic Design Criteria, Version 1.3, California Department of Transportation, Sacramento, USA, December, 2002Google Search
2 
(2003), Seismic Performance of RC Bridge Frames with Architectural Flared Columns, Report No. CCEER 03-03, California Department of Transportation, Sacramento, USA, 27-73.
3 
(2012), Seismic Performance of Square RC Column Confined with Spirals, Journal of Korea Institute for Structural Maintenance Inspection, KSMI, (in Korean), 16(5), 88-97.Google Search
4 
(2013), Displacement Ductility of Circular RC Column according to the Spacing of Spirals, Journal of Korea Institute for Structural Maintenance Inspection, KSMI, (in Korean), 17(2), 71-82.Google Search
5 
(2013), Seismic Performance and Flexural overstrength of Circular RC Column, Journal of Korea Institute for Structural Maintenance Inspection, KSMI, (in Korean), 17(5), 49-58.Google Search
6 
(2010), Low Cycle Fatigue Model for Longitudinal Reinforcement, Journal of the Korea Concrete Institute, (in Korean), 22(2), 273-282.Google Search
7 
(2010), Low Cycle Fatigue Behavior for Longitudinal Reinforcement, Journal of the Korea Concrete Institute, (in Korean), 22(2), 263-271.Google Search
8 
(2005), Practical Performance Model for Bar Buckling, Journal of structural engineering, ASCE, 131(7), 1060-1070.
9 
(2012), Concrete Structure Design Standard, Korea, (in Korean)Google Search
10 
(2012), Korea Bridge Design Specifications (Limited state design), Korea, (in Korean)Google Search
11 
(2003), Seismic Performance of RC Bridge Frames with Architectural Flared Columns, Report No. CCEER 03-03, California Department of Transportation, Sacramento, USA, 27-73.
12 
(2004), A Study on the Core Confinement Method of Reinforced Concrete Piers, Journal of Korea Society of Civil Engineering, KSCE, (in Korean), 24(5A), 923-930.Google Search