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http://dx.doi.org/10.5000/EESK.2015.19.3.121

New Hollow RC Bridge Pier Sections with Triangular Reinforcement Details: II. Parametric Study  

Kim, Tae-Hoon (Technology Development Division, Samsung C&T Corporation)
Kim, Ho-Young (Department of Civil Engineering, Yeungnam University)
Son, Je-Kuk (Technology Development Division, Samsung C&T Corporation)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.19, no.3, 2015 , pp. 121-132 More about this Journal
Abstract
The purpose of this study is to investigate the behavior characteristics of new hollow reinforced concrete (RC) bridge pier sections with triangular reinforcement details and to provide the details and reference data. Among the numerous parameters, this study concentrates on the shape of the section, the reinforcement details and the spacing of the transverse reinforcement. Additional eight column section specimens were tested under quasi-static monotonic loading. In this study, the computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), was used. A innovative confining effect model was adopted for new hollow bridge pier sections. This study documents the testing of new hollow RC bridge pier sections with triangular reinforcement details and presents conclusions based on the experimental and analytical findings.
Keywords
Triangular; Behavior characteristics; Details; Reference data; Parameters; Confinement effect model; Hollow;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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