1 |
Choi, D. U., Chun, S. C., "Anchoring to Concrete," Magazine of the Korea Concrete Institue 19(4), pp. 41 - 44 (in Korean), 2007.
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2 |
KCI ISO 19338:2014,, "Korea Structural Concrete Design Code, Korea Concrete Institute, Seoul, Korea. (in Korean), 2012.
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3 |
KCI M 10-005, "Anchor Design Methods and Examples for Concrete." Korea Concrete Institute, Seoul, Korea. (in Korean), 2010.
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4 |
ACI Committee 318, Building Conde Requirements for Structural Concrete(ACI 318-11) and Commentary, Appendix D "Anchoring to Concrete", American Concrete Institute, USA, 2011.
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5 |
ASTM E 488 - 96, "Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements," American Society for Testing and Materials (ASTM), USA. 2003.
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6 |
EOTA TR 45 Technical Report, "Design of Metal Anchors For Use In Concrete Under Seismic Actions," European Organisation for technical approvals, EU, 2013.
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7 |
Park, Y. M., Ju, H. J., Kim, D. H., Kang, M. K., and Lee, J. H., Static Shear Resistance of Cast-In Place Anchors in Cracked Concrete, Journal of Korean Society of Steel Construction, Vol. 27 No. 1, February, 2015, pp. 87-97, 2015. DOI http://dx.doi.org/10.7781/kjoss.2015.27.1.087
DOI
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8 |
Jeon, M. H., "Evaluation of the Concrete Breakout Capacity of the CIP Anchor Bolts under Tension and Shear Loading," Department of Civil Engineering Graduate School of Pusan National University, Pusan, Korea. (in Korean), 2012.
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