1 |
Kim, H. K. (2008) 'Structural Performance of Steel Pipe Splice for SD500 High-strength Reinforcing Bar under Cyclic Loading,' Architectural Research, Vol.10, No.1: 13-23
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2 |
Kim, H. K. (1998) 'Development of Grout-Filled Splice Sleeve System and Estimation of its Mechanical Performance under Monotonic Loading,' Journal of Architectural Institute of Korea, V.14, No.8: 63-73
|
3 |
Einea, A., Yamane, T., and Tadros, M. K. (1995) 'Grout- Filled Pipe Splices for Precast Concrete Construction,' PCI Journal, January-February: 82-93
|
4 |
Lee, S. H., and Kim, H. K. (2007) 'Development of Steel Pipe Splice Sleeve for High Strength Reinforcing Bar(SD500) and Estimation of its Structural Performance under Monotonic Loading,' Journal of the Korea Institute for Structural Maintenance Inspection, V.11, No.6: 169-180
|
5 |
Ahn, B. I., Kim, H. K., and Park, B. M. (2003) 'Confining Effect of Mortar Grouted Splice Sleeve on Reinforcing Bar,' Journal of the Korea Concrete Institute, V.15, No.1: 102-109
DOI
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6 |
ASTM C 109/C 109M. (1995) 'Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens),' 385-389
|
7 |
Architectural Institute of Japan. (1986) 'Recommendation for Detailing and Placing of Concrete Reinforcement,' 271-279
|
8 |
Untrauer, R. E., and Henry, R. L. (1965) 'Influence of Normal Pressure on Bond Strength,' ACI Journal, May: 577-585
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9 |
Ase, M. et al. (1996) 'Study for Practical Application of Grout Filled Connectors for High Strength Reinforcing Bars(No. 1 Performance of the grout filled connector with SD490 reinforcing bars),' Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, C-2, Structures IV: 743-744
|
10 |
Lee, L. H., Yi, W. H., Kim, B. K., Lee, Y. J., and Lee, D. W. (1997) 'Experimental Study on Reinforced-Bar Connection with Steel Pipe Sleeve,' Journal of Architectural Institute of Korea, V.13, No.3: 241-250
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