Acknowledgement
본 연구는 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었음(과제번호21CTAP-C157156-02).
References
- ABAQUS, (2018), Dassault System Simulia Corp., Analysis User's Manual, Version 6.14.
- ACI Committee 437, Load Tests of Concrete Structures: Methods, Magnitude, Protocols, and Acceptance Criteria (ACI 437.1R-07).
- Chang J., Kwon M., Kim J., and Joo C., (2012), NumericalStudy for Seismic Strengthening of RC columns Using Fiber Reinforced Plastic Composite, The Korea Institute for Structural Maintenance and Inspection.
- Hur, M. W., Chun, Y. S., Hwang, J. S., and Kim, J. H. (2015), Seismic Capacity of Non-seismic Designed RC Framed Building Retrofitted by Double I-type Metallic Damper, The Korea Institute for Structural Maintenance and Inspection, 19(6), 010-017.
- Jung, J. S., and Lee, K. S. (2018), A Seismic Capacity of R/C Building Damaged by the 2016 Gyeongju Earthquake Based on the Non-linear Dynamic Analysis, The Korea Institute for Structural Maintenance and Inspection, 22(1), 137-146.
- Kim, J. S., Kwon, M. H., Seo, H. S., Lim, J. H., and Kim, D. Y. (2013a), Analytical Study for Optimal Reinforcement Amount and Development of FRP Seismic Reinforcement that can be Emergency Construction, The Korea Institute for Structural Maintenance and Inspection, 17(5), 136-145.
- Kim, J. S., Kwon, M. H., Jung, W. Y., and Limkatanyu, S.(2013b), Seismic performance evaluation of RC columns reinforced by GFRP composite sheets with clip connectors, Constructinand Building Materials, 43, 563-574. https://doi.org/10.1016/j.conbuildmat.2013.02.023
- Kim, S. K., Park, J. K., Han, S. H., Kim, B. C., and Jang, I. Y. (2014), Study on Reinforcement Effect of Circular RC Columns by Helical Bar Under Cyclic Lateral Load, The Korea Institute for Structural Maintenance and Inspection, 18(1), 048-058. https://doi.org/10.11112/jksmi.2014.18.1.048
- Kown, M. H., Shing, P. B., Mallare C., and Restrepo, J. (2011), Seismic Resistance of RC Bent Caps in Elevated Mass Transit Structures, Earthquake Spectra, 27, 67-88.
- Lee, W. C., and Yhim, S. S. (2013), Study on Seismic Performance of RC Column with Super-Flexibility Membrane, The Korea Institute for Structural Maintenance and Inspection, 17(5), 01-12.
- Lim, J. H., Kwon, M. H., Seo, H. S., and Kim, J. S. (2015), Performance Evaluation of Steel Frame with FRP Composite Panel according to Guide System, Korean Society for Advanced Composite Structures, 6(2), 46-51. https://doi.org/10.11004/kosacs.2015.6.2.046
- Lubliner, J., Oliver, J., Oller, S., and Onate, E. (1989), A Plasticdamage Model for Concrete, International Journal of Solids and Structures, 25(3), 299-326. https://doi.org/10.1016/0020-7683(89)90050-4
- Seo, S. Y., and Ham, J. H. (2012), Experimental Study on the Confinement Effect of Headed Cross Tie in RC Column Subjected to Cycling Horizontal Load, The Korea Institute for Structural Maintenance and Inspection, 16(5), 1-10 (10 pages).
- Ye, L. P., Zhang, K., Zhao, S. H., and Feng, P., (2003), Experimental Study on Seismic Strengthening of RC Columns with Wrapped CFRP Sheets, Constr Build Mater, 17(6-7), 499-506. https://doi.org/10.1016/S0950-0618(03)00047-3
- Jung, H. C., Jung, J. S., and Lee, K. S. (2019), Seismic Performance Evaluation of Internal Steel Frame Connection Method for Seismic Strengthening, Journal of the Korea Concrete Institute, 31(1), 79-88. https://doi.org/10.4334/jkci.2019.31.1.079