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NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.17 no.5, 2013년, pp.31 - 39
권민호 (경상대학교 토목공학과 공학연구원) , 김진섭 (경상대학교 토목공학과) , 정우영 (강릉원주대학교 토목공학과) , 권상원 (경상대학교 토목공학과)
In this study, performance of the post-installed anchor system was evaluated with reduced strength of concrete and anchor. One of the post-installed anchors was selected to performance evaluation. Concrete strength was reduced by freeze-thawing test, and the post-installed anchor strength was reduce...
ACI Committee 349, "Code Requirements for Nuclear Safety Related Concrete Structures (ACI 349-90)", American Concrete Institute, Detroit.
Chung, L., Won, J. H., Cho, S. H., "Structural Performance of Reinforced Concrete Columns due to Corroded Main and Hoop Bars", Architectural Institute of Korea, Vol. 20, No. 3, 2004, pp.3-10 (in Korean).
Kim, H. U., Jee, N. Y., "Effect of the Rebar Corrosion Rate on Bond Strength in Reinforced Concrete - factors caused by compressive strength and embedded rebar condition", Architectural Institute of Korea, Vol. 21, No. 11, 2005, pp.159-166 (in Korean).
Kim, S. Y., Seo, S. Y., Kim, K. S., "Tensile Strength of Expansion Anchors installed in Uncracked and Unreinforced Concrete", Architectural Institute of Korea, Vol. 19, No. 11, 2003, pp.83-92 (in Korean).
Kim, Y. H., You, S. G., "Evaluation and Application of Pullout Strength of Single Anchor in Plain Concrete According to Edge Distance", Journal of the Korea Institute for Structural Maintenance Inspection, Vol. 8, No. 1, 2004, pp.211-220 (in Korean).
Oh, S. G., "The Change of Chloride Attack Resistibility of Concrete Damaged Due to Freezing-Thawing", Architectural Institute of Korea, Vol. 25, No. 4, 2009, pp.169-176.
Seo, S. Y., Yoon, S. J., Kim, S. S., Yoon, Y. D., "An Experimental Study on the Pull-out Strength of Post-Installed Anchor Bolt", The Regional Association of Architectural Institute of Korea, Vol. 2, No. 1, 2006, pp.359-362 (in Korean).
Summary of the KCI code, the Korea Concrete Institute, 2012.
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