1 |
Samsung C&T and Freyssinet Korea, "Development of Unbonded Post-Tensioned Anchor", Samsung C&T, 2007 (in Korean).
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2 |
Cho, A. S., Jo, Y. W., Jeon, B. K., and Kang, T. H.-K, "Development and Performance Test for Unbonded Post-Tensioned Anchor", Journal of the Korea Concrete Institute, Vol.27, No.1, 2015, pp.11-20 (in Korean).
DOI
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3 |
Kim, J.-K., Lee, P.-G., and Jang, S.-Y., "Experimental Study on the Performance of Korean PS Anchorage System in terms of Load Transfer Test", Korea Concrete Institute Spring Conference, Vol.21, No.1, 2009, pp.37-38 (in Korean).
DOI
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4 |
Kim, J.-K. and Lee, P.-G., "Review on the Behavior and the Structural Design of Post-Tensioned Anchorage Zone", Korea Concrete Institute Fall Conference, Vol.22, No.2, 2010, pp.301-302 (in Korean).
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5 |
Joint ACI-ASCE Committee 423,Recommendations for Concrete MembersPrestressed with Unbonded Tendons (ACI423.3R-05), American Concrete Institute,USA, 2005, 21pp.
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6 |
Post-Tensioning Institute, Guide for Design of Post-Tensioned Buildings (PTI DC20.9-11), Post-Tensioning Institute, USA, 2011, 73pp.
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7 |
Korea Concrete Institute, "Post-Tensioned Building Systems", KCI Manual of Concrete Practice, Kimoondang, 2013, 131pp. (in Korean).
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8 |
Korea Concrete Institute, "Structural Design and Construction of Prestressed Concrete Buildings and Plant Structures", KCI Manual of Concrete Practice, Kimoondang, 2015, 156pp. (in Korean).
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9 |
Korea Concrete Institute, Construction Specification and Commentary of Concrete Structures, Korea Concrete Institute, 2009, 762pp. (in Korean).
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10 |
ETAG 013, Guideline for European Technical Approval of Post-Tensioning Kits for Prestressing of Structures, European Organization for Technical Approvals, Belgium, 2002, 136pp.
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