참고문헌
- Kim TH, Lee SH, Lee JH, Shin HM. New hollow RC bridge pier sections with triangular reinforcement details: I. Development and verification. Journal of the Earthquake Engineering Society of Korea. 2015;19(3):109-120. https://doi.org/10.5000/EESK.2015.19.3.109
- Kim TH, Kim HY, Son JK. New hollow RC bridge pier sections with triangular reinforcement details: II. Parametric study. Journal of the Earthquake Engineering Society of Korea. 2015;19(3):121-132. https://doi.org/10.5000/EESK.2015.19.3.121
- 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.
- Chung YS, Han GH, Lee KK, Lee DH. Quasi-static test for seismic performance of circular hollow RC bridge pier. Journal of the Earthquake Engineering Society of Korea. 1999;3(2):41-53.
- Mo YL, Wong DC, Maekawa K. Seismic performance of hollow bridge columns. ACI Structural Journal. 2003;100(3):337-348.
- Sun CH, Kim IH. Seismic characteristics of hollow rectangular sectional piers with reduced lateral reinforcements. Journal of the Earthquake Engineering Society of Korea. 2009;13(3):51-65.
- 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 Land, Infrastructure and Transport. Korea Highway Bridge Design Code (Limit State Design Method). c2015.
- Korea Concrete Institute. Concrete Structural Design Code. 2012.
- AASHTO. AASHTO LRFD Bridge Design Specifications. 6th Edition. c2012.
- Priestley MJN, Seible F, Calvi GM. Seismic Design and Retrofit of Bridges, John Wiley & Sons, NewYork, c1996.
- Park KS, Seo HY, Kim IH, Sun CH. Seismic behaviors of circular RC bridge columns by lap-splices length of longitudinal reinforcements - a n a na lytica l study. Proceedings of EESK Conference. 2012;16:79-82.
- Kim IH, Sun CH, Lee SH, Park KS, Seo HY. Seismic behaviors of circular sectional RC bridge columns with various lap-splice lengths - an experimental study. Journal of the Earthquake Engineering Society of Korea. 2012;16(6):47-56. https://doi.org/10.5000/EESK.2012.16.6.047
- 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.
- 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
- Kim TH, Choi JH, Lee JH, Shin HM. Performance assessment of hollow RC bridge column sections with reinforcement details for material qunatity reduction. Magazine of Concrete Research. 2013;65(21):1277-1292. https://doi.org/10.1680/macr.13.00073
- Kim TH, Lee JH, Shin HM. Performance assessment of hollow reinforced concrete bridge columns with triangular reinforcement details. Magazine of Concrete Research. 2014;66(16):809-824. https://doi.org/10.1680/macr.13.00257
- 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.
피인용 문헌
- Nonlinear Seismic Analysis of Hollow Cast-in-place and Precast RC Bridge Columns with Triangular Reinforcement Details vol.28, pp.6, 2016, https://doi.org/10.4334/JKCI.2016.28.6.713