Parametric Study on Hollow Reinforced Concrete Bridge Column Sections with Reinforcement Details for Material Quantity Reduction |
Kim, Tae-Hoon
(Construction Technology Center, 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 | Seong DJ, Kim TH, Oh MS, Shin HM. Inelastic performance of high-strength concrete bridge columns under earthquake. Journal of Advanced Concrete Technology. 2011;9(2):205-220. DOI ScienceOn |
2 | Ministry of Construction and Transportation. Korea Highway Bridge Design Code. c2010. |
3 | Korea Concrete Institute. Concrete Structural Design Code. c2007. |
4 | AASHTO. AASHTO LRFD Bridge Design Specifications. 6th Edition. c2012. |
5 | Eurocode 2. Design of Concrete Structures - Part 1: General Rules and Rules for Buildings, EN1992-1. European Committee for Standardization. Brussel. c2004. |
6 | Taylor RL. FEAP - A Finite Element Analysis Program, Version 7.2. Users Manual, Volume 1 and Volume 2. c2000. |
7 | Kim TH, Shin HM. Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads. Journal of the Earthquake Engineering Society of Korea. 2001;5(2):113-124. |
8 | Mander JB. Priestley MJN. Park R. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering, ASCE. 1988;114(8):1804-1826. DOI ScienceOn |
9 | Jeong HC, Cha SW, Kim IH. Characteristics of the stress-strain relationship of square sectional concrete confined by hoop reinforcement with cross-ties. Journal of the Earthquake Engineering Society of Korea. 2010;14(3):39-48. 과학기술학회마을 DOI ScienceOn |
10 | 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 ScienceOn |
11 | Yeh YK, Mo YL, Yang Y. Seismic performance of rectangular hollow bridge columns. Journal of Structural Engineering, ASCE, 2002;128(1):60-68. DOI ScienceOn |
12 | Mo YL, Wong DC, Maekawa K. Seismic performance of hollow bridge columns. ACI Structural Journal. 2003;100(3):337-348. |
13 | 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. 과학기술학회마을 DOI ScienceOn |
14 | Kim TH, Lee KM, Shin HM. Nonlinear analysis of reinforced concrete shells using layered elements with drilling degree of freedom. ACI Structural Journal. 2002;99(4):418-426. |
15 | 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. DOI ScienceOn |
16 | Kim TH, Lee KM, Chung YS, Shin HM. Seismic damage assessment of reinforced concrete bridge columns. Engineering Structures. 2005;27(4):576-592. DOI ScienceOn |
17 | 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 ScienceOn |
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 ScienceOn |
19 | 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. 과학기술학회마을 DOI ScienceOn |
20 | Chung YS, Han GH, Lee KK. Research of plastic response by quasi-static test for circular hollow R.C. bridge pier. Proceedings of EESK Conference. 1999;3:247-255. |