DOI QR코드

DOI QR Code

AFRP 쉬트와 매입형 FRP 보강재를 복합 보강한 R/C 외부 보-기둥 접합부의 내진성능 평가 및 개선

Improvement and Evaluation of Seismic Performance of Reinforced Concrete Exterior Beam-Column Joints using Hybrid Retrofitting with AFRP Sheets and Embedded FRP Reinforcements

  • 투고 : 2017.12.17
  • 심사 : 2018.12.01
  • 발행 : 2018.12.30

초록

In this study, experimental research was carried out to evaluate the seismic performance of reinforced concrete exterior beam-column joint regions using hybrid retrofitting with AFRP sheets and embedded CFRP reinforcements in existing reinforced concrete building. Therefore it was constructed and tested three specimens retrofitting the beam-column joint regions using such retrofitting materials. Specimens, designed by retrofitting the beam-column joint regions of existing reinforced concrete structure, were showed the stable failure mode and increase of load-carrying capacity due to the effect of crack control at the times of initial loading and confinement of retrofitting materials during testing. Specimens RBCJ-SRA3 designed by the retrofitting of AFRP sheets and embedded CFRP reinforcements in reinforced exterior beam-column joint regions were increased its maximum load carrying capacity by 1.86 times and its energy dissipation capacity by 1.65 times in comparison with standard specimen RBCJ for a displacement ductility of 5.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단

참고문헌

  1. Ha, G. J., Kim, J. K., & Chung, L. (1992). Response of Reinforced High-Strength Concrete Beam-Column Joints Under Load Reversals, Magazine of Concrete Research, 160, 175-184.
  2. Ha, G. J., Kim, J. K., & Chung, L. (1992). Improvement of Earthquake-Resistant Performance of R/C Beam-Column Joint Constructed with High-Strength Concrete Subjected to Cyclic Loading, Journal of the Korea Concrete Institute, 4(1), 135-145
  3. Ha, G. J., Shin, J. H., & Kang, H. W. (2011). Improvement and Evaluation of Seismic Performance for Reinforced Concrete Beam-Column Joints Using High Performance Embedded FRP, Journal of the Korea Concrete Institute, 23(3), 385-392 https://doi.org/10.4334/JKCI.2011.23.3.385
  4. Ha, G. J., & Kang, H. W. (2014). Improvement and Evaluation of Seismic Performance of Reinforced Concrete Exterior Beam-Column Joints using Embedded CFRP Rods and CFRP Sheets, Journal of The Korea Institute for Structural Maintenance and Inspection, 18(3), 40-48 https://doi.org/10.11112/jksmi.2014.18.3.040
  5. Ha, G. J., & Kang, H. W. (2014). Seismic Performance of Reinforced Concrete Exterior Beam-Column Joints using Hybrid Retrofitting with Embedded FRP Rods and FRP Sheets, Journal of the Regional Association of Architectural Institute of Korea, 16(2), 75-82 https://doi.org/10.14577/kirua.2014.16.4.75
  6. Ryu, D. W. (2008). Flexural and Shear Design of RC Members Strengthened by FRP Jacket, Theses for Master's Degree, Kyungpook National University
  7. Park, Y, K. (2007). A Study on the Evaluation of Availability Adhesive Strengthening Method Using Carbon Fiber, Theses for Master's Degree, Cheongju University
  8. ACI 318-14 (2011). Building Code Requirements for Structural Concrete) and Commentary (ACI 318-14), American Concrete Institute, Farmington Hills Michigan
  9. ACI-ASCE Committee 352. Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures. ACI Journal, Proceedings, 82(3), 266-283.
  10. Abdel-Fattah, B., & Wight, K. (1987). Study of Moving Beam Plastic Hinging Zones for Earthquake Resistant Design of R/C Buildings, ACI Journal, Proceedings, 89(84-S4), 31-39