프리스트레스트 콘크리트의 장기손실량 예측에 관한 실험적 평가

목차 (Table of Contents)

• ABSTRACT
• 1. 서론
• 2. 시간에 따른 PS 텐던의 손실
• 3. 시편 제작 및 계측시스템 구성
• 4. 장기손실량 측정결과
• 5. 결론
• References
• 요약

참고문헌 (Reference)

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2 Korea Agency for Technology and Standards, "Uncoated Stress-relieved Steel Wires and Strands for Prestressed Concrete (KS D 7002)"

3 박주영, "PS 긴장재 긴장력 계측을 위한 PSC 거더 내부 매립용 EM 센서" 한국전산구조공학회 28 (28): 691-698, 2015

4 Hwang, B. Y., "Measurement of Long-term Losses for PSC Slab Bridge" Inha University 2003

5 MOLIT, "Korean Highway Bridge Design Codes (Limit State Design)" Ministry of Land, Infrastructure and Transport 2016

6 Park, H., "Flexural Behavior of Post-tensioned Prestressed Concrete Girders with High-strength Strands" 112 : 90-99, 2016

7 Yang, J. M., "Experimental Evaluation on the Transfer Length of 2,400MPa Prestressing Strand" Korea Concrete Institute 27 (27): 21-23, 2015

8 Kim, J. K., "Development of 2, 160 MPa/2, 400 MPa PS Strand and its Application Technology" 24 (24): 45-50, 2012

9 Kodama, M., "Application of High Strength Prestressing Steel to Prestressed Concrete Members" 85-86, 2002

10 Kim, G. H., "Analytical Study on Long-term Losses of the High Strength Stand" Seoul National University of Technology 2009

11 Lim, G. T., "An Investigation of Hybrid Prestresses Composite Beam Flexural Capacity and Tendon Loss" Kyunghee University 2013

12 Jeung, B. K., "An Experimental Study on the Frictional Loss of Stress in the Prestressing Tendons" 20 (20): 797-804, 2000

13 "ACI Committee 435, Deflections of Reinforced Concrete Flexural Members"

14 Ma, M. H., "A Study on the Prestress Loss of the PSC Box Curved Bridge" University of Seoul 2010

15 Byun, K. J., "A Study on Fatigue Characteristics of Domestic Low-relaxation PS Strands" 11 (11): 113-119, 1999