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http://dx.doi.org/10.5000/EESK.2013.17.4.159

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)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.17, no.4, 2013 , pp. 159-169 More about this Journal
Abstract
The purpose of this study is to investigate the inelastic behavior of hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction and to provide the details and reference data. Among the numerous parameters, this study concentrates on the shape of the section, the reinforcement details, the diameter of the transverse reinforcement and loading types. Eighteen column section specimens were tested under quasi-static monotonic loading. In this study, the computer program RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology) was used. A modified lateral confining effect model was adopted for the hollow bridge column sections. This study documents the testing of hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction and presents conclusions based on the experimental and analytical findings.
Keywords
Material quantity reduction; Details; Reference data; Parameters; Confinement effect model; Hollow; Bridge column sections;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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