DOI QR코드

DOI QR Code

A Study on the Seismic Retrofit of Column in Educational Facilities Using Composite Material

복합소재를 이용한 교육시설의 기둥 내진보강공법에 관한 연구

  • Received : 2012.12.01
  • Accepted : 2013.01.18
  • Published : 2013.01.30

Abstract

In paper after the strong earthquake of recently the Korea neighborhood, the Korean government survey show that the 86% of school buildings in Korea are in potential damage risk and only 14% of them are designed as earthquake-resistance buildings. Reinforcing projects of school have been conducting by the ministry of education, however their reinforcing methods done by not proved a engineering by experiment which results in uneconomical and uneffective rehabilitation for the future earthquake. An experimental and analytical study have been conducted for the shear and flexural reinforcing method of RC beam using composite beam. Based on the previous research, in this study, performance evaluation for the column reinforcing of old school buildings using nonlinear analysis is going to be conducted and strengthening method is going to be on the market after their performance is proved by the test.

Keywords

References

  1. Meteorological administration , Earthquake the present state and facilities safety a measure, 2005.
  2. Lee, Young-Tae and Na, Jeng-Min , Reinforcement concrete column behavior of shear reinforcement for carbon fiber sheet, Journal of the Architectural Institute of Korea, 18(4), pp.19-26, 2002
  3. Kim, Young-Mun, Non high-rise RC outside connector behavior for Non earthquake , Journal of the Concrete Institute of Korea, pp. 481-486, 1998
  4. Bae, Quae-Wong, Repair and reinforcement method for earthquake demage structure, Roport of the Construction Institute of Korea, 1993
  5. J. B. Mander, B.Nair, K. Wojtkowski, J. Ma "An experimental study on the seismic performance of brick-infilled steel frames With and without retrofit" NCEER technical report(93-0001), 1993
  6. Mario E. Rodriguez, Sergio A. Santiago, "Simulated seismic Load tests on two-story waffle -flat- plate structure rehabilitated by jacketing" ACI structure journal, March- April, pp129-141, 1998
  7. Hun, Dong-Gi, Beam-column panel zone of structure capacity valuation and improvement for new material reinforcement, Department of Architectural Engineering Graduate school, Kyungil University, 2002.
  8. Sakai, K., and Sheikh, S. A., "What Do We Know about Confinement in Reinforced Concrete Columns", ACI Structural Journal, V. 86, No.2, March-April, pp.192-207, 1989
  9. Park, Tae-Won, An experimental study on the seismic performance reinforcement for Reinforcement Concrete, Department of Architectural Engineering Graduate school, Dankook University, 1999.
  10. Nam, Young-Sick, "An experimental study on the seismic performance beam-column eccentric joint connection under the cyclic loading, Department of Architectural Engineering Graduate school, Kyungil University, 2010
  11. Song, Woo-Young, Seismic Performance Evaluation of non seismic desin University Buildings , Department of Architectural Engineering Graduate school, Bokyung University, 2011
  12. Jung, In-Kju, Park, Mun-Ho, Kwon. Min-Ho,, "Elasto-Plastic Finite Element Model of Steel Beam-Column Hunch Reinforcement Connections Subjected to Cyclic Loads, Journal of the Civil Institute of Korea,, no.11, pp.976-979, 2002
  13. Kwon. Min-Ho, A Concrete Model for Analysis of Concrete Structure with Confinement, Journal of the Concrete Institute of Korea, Vol 15, No.3, pp 433-442 https://doi.org/10.4334/JKCI.2003.15.3.433
  14. Cho, Chang-Gun, Kwon. Min-Ho, Prediction of Compressive Behavior of FRP-Confined Concrete Based on the Three-Dimensional Constitutive Laws, Journal of the Concrete Institute of Korea, Vol.16, No.4, pp.501-509 https://doi.org/10.4334/JKCI.2004.16.4.501
  15. Cho, Chang-Gun, Kwon. Min-Ho, Park, Mun-Ho, "Model for Fiber Cross-Sectional Analysis of FRP Concrete Members Based on Multi-axial Stress States , Journal of the Civil Institute of Korea, Vol.2002, No.22, p.967-970
  16. Cho, Chang-Geun, Kwon, Minho, and Enri Spacone, "Analytical Model of Concrete-Filled Fiber-Reinforced Polymer Tubes based on Multiaxial Constitutive Laws", Journal of Structural Engineering, vol. 131, no.9, pp.1426-1433
  17. Cho, Chang-Geun, Kwon, Minho, Nonlinear Finite Element Analysis of Reinforced Concrete Columns, Journal of the Civil Institute of Korea, vol. 16, no.3, pp.397-406, 2004 https://doi.org/10.4334/JKCI.2004.16.3.397
  18. Minho Kwon, Enrico Spacone, A Hypoelastic model for Cyclic Response of Concrete Structures, ASCE Structural Congress Proceeding, pp.207-210, 1999
  19. Minho Kwon, Moon Ho Park, Sang-Kwang See, A 3D Concrete Constitutive Model for Cyclic Analysis of Concrete Structures, KSCE Journal of Civil Engineering, vol 4(4), pp.165-173, 2000
  20. T.A Balan, Enrico Spacone, Minho Kwon, A 3D hypoplastic model for cyclic analysis of concrete structures, Engineering Structures, vol. 23(4), pp.233-342, 2001
  21. Chung Young-Soo, Park Chang-Kyu, Lee Ho-Yul, Seismic Performance and Retrofit of Reinforced Concrete Two-Column Piers Subjected to Bi-directional Cyclic Loadings ,Journal of Earthquake Engineering Society of Korea, Vol 10(3), pp. 47-55, 2006 https://doi.org/10.5000/EESK.2006.10.3.047
  22. Sim, Jae-il, An Experimental Study on the Flexural Behavior of Reinforced Concrete Columns Strengthened with Wire Rope and T-Shape Steel Plate units, Department of Civil Engineering Graduate school, Mokpo University, 2008.
  23. Lee, Kang-Suk, "Guide line for school facilities seismic performance evaluation and seismic reinforcement, Korea Educational Development Institute, pp22-37, 2011

Cited by

  1. Seismic Retrofit of School Facilities Using Rapping and Attaching Composite Material vol.26, pp.2, 2014, https://doi.org/10.4334/JKCI.2014.26.2.135