New Hollow RC Bridge Piers with Triangular Reinforcement Details |
Kim, Tae-Hoon
(Construction Technology Division, Samsung C&T Corporation)
Kim, Ho-Young (Department of Civil Engineering, Yeungnam University) Lee, Jae-Hoon (Department of Civil Engineering, Yeungnam University) Shin, Hyun-Mock (School of Civil and Architectural Engineering, Sungkyunkwan University) |
1 | 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. DOI |
2 | 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. DOI |
3 | 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. |
4 | 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. |
5 | Mo YL, Wong DC, Maekawa K. Seismic performance of hollow bridge columns. ACI Structural Journal. 2003;100(3):337-348. |
6 | 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. |
7 | 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. DOI |
8 | Ministry of Land, Infrastructure and Transport. Korea Highway Bridge Design Code (Limit State Design Method). c2015. |
9 | Korea Concrete Institute. Concrete Structural Design Code. 2012. |
10 | AASHTO. AASHTO LRFD Bridge Design Specifications. 6th Edition. c2012. |
11 | Priestley MJN, Seible F, Calvi GM. Seismic Design and Retrofit of Bridges, John Wiley & Sons, NewYork, c1996. |
12 | 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. |
13 | 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. DOI |
14 | 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. |
15 | Kim TH, Lee KM, Chung YS, Shin HM. Seismic damage assessment of reinforced concrete bridge columns. Engineering Structures. 2005;27(4):576-592. DOI |
16 | 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. DOI |
17 | Taylor RL. FEAP - A Finite Element Analysis Program, Version 7.2. Users Manual, Volume 1 and Volume 2. c2000. |
18 | 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. DOI |
19 | 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. DOI |
20 | 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. DOI |
21 | Mander JB. Priestley MJN. Park R. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering, ASCE. 1988;114(8):1804-1826. DOI |
22 | Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California. c1996. |