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http://dx.doi.org/10.5000/EESK.2007.11.5.049

Analytical Study on the Seismic Behavior of RC Bridge Columns Using Shaking Table Tests  

Kim, Tae-Hoon (대우건설 기술연구원)
Park, Chang-Young (중앙대학교 토목공학과)
Chung, Young-Soo (중앙대학교 토목공학과)
Shin, Hyun-Mock (성균관대학교 토목환경공학과)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.11, no.5, 2007 , pp. 49-59 More about this Journal
Abstract
The purpose of this study is to investigate the seismic behavior of reinforced concrete bridge columns using shaking table tests. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. Solution of the equations of motion is obtained by numerical integration using Hither-Hughes-Taylor (HMT) algorithm. The proposed numerical method for the seismic behavior of reinforced concrete bridge columns using shaking table tests is verified by comparison with reliable experimental results.
Keywords
shaking table tests; reinforced concrete bridge columns; seismic behavior; material nonlinearity; HHT algorithm;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
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