Browse > Article
http://dx.doi.org/10.5000/EESK.2014.18.1.001

Hollow Reinforced Concrete Bridge Column Systems with Reinforcement Details for Material Quantity Reduction: I. Development and Verification  

Kim, Tae-Hoon (Construction Technology Center, Samsung C&T Corporation)
Lee, Jae-Hoon (Department of Civil Engineering, Yeungnam University)
Shin, Hyun-Mock (School of Civil and Architectural Engineering, Sungkyunkwan University)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.18, no.1, 2014 , pp. 1-8 More about this Journal
Abstract
The purpose of this study was to investigate the performance of hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction. The proposed reinforcement details have economic feasibility and rationality and make construction periods shorter. A model of hollow reinforced concrete bridge columns was tested under a constant axial load and a quasi-static cyclically reversed horizontal load. As a result, proposed reinforcement details for material quantity reduction were equal to existing reinforcement details in terms of required performance. The companion paper presents the experimental and analytical study for the performance assessment of hollow reinforced concrete bridge column systems with reinforcement details for material quantity reduction.
Keywords
Material quantity reduction; Reinforcement details; Hollow; Bridge column systems; Performance; Economic feasibility; Quasi-static;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
1 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.
2 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.   과학기술학회마을
3 Yeh YK, Mo YL, Yang Y. Seismic performance of hollow circular bridge piers. ACI Structural Journal. 2001;98(6):862-871.
4 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
5 Mo YL, Wong DC, Maekawa K. Seismic performance of hollow bridge columns. ACI Structural Journal. 2003;100(3):337-348.
6 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
7 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
8 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
9 Ministry of Construction and Transportation. Korea Highway Bridge Design Code. c2010.
10 Korea Concrete Institute. Concrete Structural Design Code. 2012.
11 AASHTO. AASHTO LRFD Bridge Design Specifications. 6th Edition. c2012.
12 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.
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.
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.