과제정보
본 연구는 (주)한국PCS와 상지대학교 교내연구비의 지원으로 이루어진것으로 관계자 여러분께진심으로 감사드립니다.
참고문헌
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- EOTA (2016), Post-tensioning Kists for Prestressing of Structures, European Assessment Document (EAD160004-00-0301), EOTA., 6-102.
- Hong, J. P. (2018), Design of Machine-Theory & Reality-Machine parts, Kyobomungo, 3-28.
- KCI (2009) Concrete Design Code, Korea Concrete Institute, 747-751.
- Kim, J. K., Seong, T. R., and Lee, J. K. (2012), Development of 2,160 MPa/2,400 MPa PS Strand and its Application Technology, Magazine of the Korea Concrete Institute, Korea Concrete Institute, 24(3), 45-50. https://doi.org/10.22636/MKCI.2012.24.3.45
- Kim, S. W., Lho, B. C., and Lim, J. H. (2018), The Load Transfer Performance of Post-tension Anchorage with 2,400 MPa Strands, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 22(6), 62-70.
- Korea Occupational Safety and Health Agency (2016), KOSHA GUIDE O-2-2016 Technical guidelines for the selection and fastening of bolts and nuts, KOSHA, 1-9.
- Korean Institute of Bridge and Structural Engineers (2015), Highway Bridge Design Specification for Limit State Design, KOR, 5-214.
- Prestressing Strands, Spring Conference of the Korean Society for Railway, The Korean Society for Railway, 1278-1283.
- Post-Tensioning Institute (2000), Anchorage Zone Design, PTI, USA, 4-9.