Acknowledgement
이 논문은 2022년도 정부(과학기술정보통신부)의 재원으로 한국연구재단(NRF-2022R1F1A1075173)에 의해 수행되었습니다.
References
- Ministry of Construction and Transportation, (Korea Building Code 2005), 2005
- Ministry of Land, Infrastructure and Transport, KDS 41 17 00, 2017 DOI:https://doi.org/10.5000/EESK.2022.26.2.049
- Kang seok Lee, "Guideline on Seismic Evaluation and Upgrading of School Buildings", Korea Education Development Institute, pp.22-37, 2011
- Cha, J., Lee, J., & Lee, K. Analysis of CFRP-strengthened RC Beam-Column Joints, Journal of the Architectural Institute of Korea Structure & Construction, vol 22(9), pp.43-50, 2006
- Kwon, M., Park, M., & See, S. A 3D Concrete Constitutive Model for Cyclic Analysis of Concrete Structures, KSCE Journal of Civil Engineering, vol 4(4), pp.165-173, 2000 DOI:https://doi.org/10.1061/(ASCE)0733-9399(1997)123:2(143)
- 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), pp.148-155, 1993
- Mario E. Rodriguez, Sergio A. Santiago, "Simulated seismic Load tests on two-story waffle -flat- plate structure rehabilitated by jacketing" ACI structure journal, MarchApril, pp.129-141, 1998
- Jongsub Park, Younghwan Park, Youngjun Yu, Wootae Jung, Jaeyoun Kang, "Strengthening performance of RC beams strengthened by bonded or unbonded prestressed CFRP laminates," Journal of Korea Concrete Institute, vol 17(1), pp.279-282, 2005 https://doi.org/10.4334/JKCI.2005.17.2.213
- Hongsub Oh, Jongsung Sim, Minkwan Ju, "Flexural Capacity of Concrete Beam Strengthened with Near-Surface Mounted Carbon Fiber Reinforced Polymer", Korea institute for Structural Maintenance Inspection, vol 12(3), pp.84-94, 2008
- Yongteck Lee, Jungmin Na, Seunghun Kim, Leeh yeong Lee, "Behaviors of Shear Strengthened RC Columns with Carbon Fiber Sheets", Architectural Institute of Korea, vol 18(4), pp.19-26, 2002
- Junyoung Kim, Ingyu Jung, Suneung Park, "Seismic Performance Improvement of MDOF Reinforced Concrete Moment Frame Retrofitted Steel Jacket", Journal of Korean Association for Spatial Structures, vol 13(1), pp.69-772, 2003 DOI:http://dx.doi.org/10.9712/KASS.2013.13.1.069
- Choonwook Park, Hyeongju Lee, Chihong Ju, Wonhwa Hong, "A Study on the Seismic Retrofit of Column in Educational Facilities Using Composite Material", Korea Education Development Institute, vol 20(1), pp.45-52, 2013 DOI:http://dx.doi.org/10.7859/kief.2013.20.1.045
- ACI Committee 374, Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05), American Concrete Institute, 2005 DOI:http://doi.org/10.4334/JKCI.2019.31.3.277
- Sakai, K., and Sheikh, S. A., "What Do We Know about Confinement in Reinforced Concrete Columns", ACI Structural Journal, vol 86(2), pp.192-207, 1989 https://doi.org/10.14359/3294
- Balan, T., Spacone, E., & Kwon, M. A 3D hypoplastic model for cyclic analysis of concrete structures, Engineering Structures, vol. 23(4), pp.233-342, 2001 DOI:https://doi.org/10.1016/S0141-0296(00)00048-1
- Pan, A. and Moehle, J.P., Lateral Displacement Ductility of Reinforced Concrete, ACI Structural Journal, vol 86(3), pp.250~258, 1989 DOI:https://doi.org/10.14359/2889
- Wooyoun Song, "Seismic Performance Improvement of University Buildings not applying Seismic Design", Thesis of Master's degree in Pukyong University, pp. 10-155, 2011
- Minho Kwon, Changchun Ho, "Nonlinear F inite Element Analysis of Reinforced Concre te Columns", Journal of Korea Concrete Inst itute, Vol 16(3), pp.397-406, 2004 DOI:https://doi.org/10.4334/JKCI.2004.16.3.397