Structural Engineering and Mechanics

  • 제27권5호
  • /
  • Pages.589-607
  • /
  • 2007
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Local thin jacketing for the retrofitting of reinforced concrete columns

  • Yuce, Serkan Z. (Structural and Earthquake Engineering Laboratory, Faculty of Civil Engineering, Istanbul Technical University) ;
  • Yuksel, Ercan (Structural and Earthquake Engineering Laboratory, Faculty of Civil Engineering, Istanbul Technical University) ;
  • Bingol, Yilmaz (Structural and Earthquake Engineering Laboratory, Faculty of Civil Engineering, Istanbul Technical University) ;
  • Taskin, Kivanc (Structural and Earthquake Engineering Laboratory, Faculty of Civil Engineering, Istanbul Technical University) ;
  • Karadogan, H. Faruk (Structural and Earthquake Engineering Laboratory, Faculty of Civil Engineering, Istanbul Technical University)
  • 투고 : 2006.02.14
  • 심사 : 2007.07.13
  • 발행 : 2007.11.30
⟨ 이전 논문 다음 논문 ⟩

초록

Two series of tests were conducted to investigate the behavior of local thin jacketing for the retrofitting of reinforced concrete (RC) columns. In the first series, four full-scale RC columns with a height of 400 cm and a 30 cm square cross-section were tested under constant axial load and reversed cyclic lateral displacements. The heavily damaged columns were retrofitted with local thin jacketing. Self-compacting concrete (SCC) was used in the production of 7.5 cm thick, four-sided jacketing. The height of the jacketing was 100 cm for one specimen and 200 cm for all others. In the second series, the retrofitted columns were retested with the same axial load and displacement history. The effectiveness of local thin jacketing in the retrofitting of RC columns was examined with respect to lateral strength, stiffness, inelastic load-deformation behavior and energy dissipation.

키워드

참고문헌

  1. Abdullah, Takiguchi, K. (2003), 'An investigation into the behavior and strength of reinforced concrete columns strengthened with ferrocement jackets', Cement Concrete Compos., 25, 233-242 https://doi.org/10.1016/S0958-9465(02)00005-7
  2. Bett, J., Klinger, R. and Jirsa, J. (1988), 'Lateral load response of strengthened and repaired reinforced concrete columns', ACI Struct. J., 85, 499-508
  3. Bingol, Y. (2004), 'Behavior of the heavy damaged prefabricated square columns which are retrofitted by local RC jacketing', Graduate Thesis, Graduate School of Istanbul Technical University
  4. Ersoy, U., Tankut, J. and Suleiman, R. (1993), 'Behavior of jacketed columns', ACI Struct. J., 90(3), 288-293
  5. Gomes, A. and Appleton, J. (1994), 'Ensaios experimentais de pilares refoncados submetidos a cargas ciclicas', Revista Protuguesa de Engenharia de Estruturas, 38, 19-29
  6. Ilki, A., Darilmaz, K., Bakan, I., Zorbozan, M., Yuksel, E., Saruhan, H. and Karadogan, F. (1998), 'Jacketing of prefabricated columns', 2nd Japan-Turkey Workshop on Earthquake Engineering, Istanbul, pp.329-336
  7. IDARC2D V6.1, Reinhorn, A.M., Kunnath, S.K. and Valles, R.E. (1994), 'A program for the inelastic damage analysis of buildings', National Center for Earthquake Engineering Research, Buffalo
  8. Julio, E., Branco, F. and Silva, V. (2005), 'Reinforced concrete jacketing - interface influence on monotonic loading response', ACI Struct. J., 102(2), 252-257
  9. Ong, K.C.G., Kog, Y.C., Yu, C.H. and Sreekanth, A.P.V. (2004), 'Jacketing of reinforced concrete columns subjected to axial load', Mag. Concrete Res., 56(2), 89-98 https://doi.org/10.1680/macr.56.2.89.36292
  10. Posada, M. and Wood, S.L. (2001), The Third U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Washington, pp.377-388
  11. Rodrieguez, M. and Park, R. (1993), 'Seismic load tests on reinforced concrete columns strengthened by jacketing', ACI Struct. J., 91(2), 150-159
  12. Turkish Earthquake Code (1998), 'Specification for Structures to be Built in Disaster Areas, Ministry of Public Works and Settlement, Government of Republic of Turkey
  13. Vandoros, K. and Dritsos, S. (2006), 'Axial preloading effects when reinforced concrete columns are strengthened by concrete jackets', Prog. Structural Engineering Materials, 8, 79-92 https://doi.org/10.1002/pse.215
  14. Xiao, Y. and Wu, H. (2003), 'Retrofit of reinforced concrete columns using partially stiffened steel jackets', J. Struct. Eng., 129(6), 725-732 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:6(725)
  15. XTRACT, Version 2.6.2, 2002, Cross-sectional Structural Analysis of Components, Imbsen Software Systems, Sacramento, CA

피인용 문헌

  1. EFFECT OF FERROCEMENT WRAPPING SYSTEM ON STRENGTH AND BEHAVIOR OF RC FRAMES UNDER REVERSED LATERAL CYCLIC LOADING vol.35, pp.4, 2011, https://doi.org/10.1111/j.1747-1567.2010.00617.x
  2. Repair and rehabilitation of concrete structures using confinement: A review vol.133, 2017, https://doi.org/10.1016/j.conbuildmat.2016.12.100
  3. Experimental study of the effectiveness of retrofitting RC cylindrical columns using self-compacting concrete jackets vol.124, 2016, https://doi.org/10.1016/j.conbuildmat.2016.07.079
  4. An experimental study on strengthening of vulnerable RC frames with RC wing walls vol.41, pp.6, 2012, https://doi.org/10.12989/sem.2012.41.6.691
  5. A new method for repair of fiber reinforced concrete corbels using steel threaded rods vol.15, pp.2, 2007, https://doi.org/10.12989/eas.2018.15.2.165
  6. A review on the durability of concrete-to-concrete bond in recent rehabilitated structures vol.44, pp.None, 2007, https://doi.org/10.1016/j.jobe.2021.103315