References
- Kim TH, Lee JH, Shin HM. Hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction: I. Development and verification. Journal of the Earthquake Engineering Society of Korea. 2013;18(1):1-8. https://doi.org/10.5000/EESK.2014.18.1.001
- Zahn FA, Park R, Priestely MJN. Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face. ACI Structural Journal. 1990;87(2):156-166.
- Masukawa J, Suda K, Maekawa K. Predicting post-peak behaviour of high bridge pier with hollow section using a new model for spalling of cover concrete and buckling of reinforcement. The 12th World Conference on Earthquake Engineering. 2000;CD.
- Mo YL, Wong DC, Maekawa K. Seismic performance of hollow bridge columns. ACI Structural Journal. 2003;100(3):337-348.
- Lignola GP, Proto A, Manfredi G, Cosenza E. Experimental performance of RC hollow columns confined with CFRP. Journal of Composites for Construction, ASCE. 2007;11(1):42-49. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(42)
- Kim IH, Sun CH, Shin MS. Concrete contribution to initial shear strength of RC hollow bridge columns. Structural Engineering and Mechanics. 2012;41(1):43-65. https://doi.org/10.12989/sem.2012.41.1.043
- Kim TH, Lee JH, Shin HM. Development of Hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction. Journal of the Earthquake Engineering Society of Korea. 2013;17(3):107-115. https://doi.org/10.5000/EESK.2013.17.3.107
- Kim TH, Lee KM, Yoon CY, Shin HM. Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Theory and formulation. Journal of Structural Engineering, ASCE. 2003;129(9):1199-1207. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1199)
- Kim TH, Lee KM, Chung YS, Shin HM. Seismic damage assessment of reinforced concrete bridge columns. Engineering Structures. 2005;27(4):576-592. https://doi.org/10.1016/j.engstruct.2004.11.016
- Kim TH, Kim YJ, Kang HT, Shin HM. Performance assessment of reinforced concrete bridge columns using a damage index. Canadian Journal of Civil Engineering. 2007;34(7):843-855. https://doi.org/10.1139/l07-003
- Kim TH, Hong HK, Chung YS, Shin HM. Seismic performance assessment of reinforced concrete bridge columns with lap splices using shaking table tests. Magazine of Concrete Research. 2009; 61(9):705-719. https://doi.org/10.1680/macr.2008.61.9.705
- Cheon JH, Kim TH, Lee BJ, Lee JH, Shin HM. Inelastic behavior and ductility capacity of circular hollow reinforced concrete bridge piers under earthquake. Magazine of Concrete Research. 2012;64(10): 919-930. https://doi.org/10.1680/macr.11.00131
- Ministry of Construction and Transportation. Korea Highway Bridge Design Code. c2010.
- Korea Concrete Institute. Concrete Structural Design Code. c2012.
- AASHTO. AASHTO LRFD Bridge Design Specifications. 6th Edition. c2012.
- Park KS, Seo HY, Kim IH, Sun CH. Seismic behaviors of circular RC bridge columns by lap-splices length of longitudinal reinforcements - an analytical study. Proceedings of EESK Conference. 2012;16: 79-82.
- Park R. Ductility evaluation from laboratory and analytical testing. Proc. of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, Vol. VII, Balkema, Rotterdam. 1988;605-616.
- Taylor RL. FEAP - A Finite Element Analysis Program, Version 7.2. Users Manual, Volume 1 and Volume 2. c2000.
- Mander JB. Priestley MJN. Park R. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering, ASCE. 1988;114(8):1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
- Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California. c1996.
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