Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2003.11a
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- Pages.388-391
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- 2003
Analytical modelling and behavior of RC beam-column joints
RC 보-기둥 접합부의 해석 모델링과 거동
Abstract
In this study, the experimental results were simulated by using a nonlinear analysis programs IDARC 2D and RUAUMOKO 2D. These programs use a global Takeda-like model. The objectives of this study is to verify the correlation between the experimental and analytical responses of reinforced concrete (RC) frame and to provide the calibration to the available static inelastic analysis techniques. The evaluation of the accuracy of analytical simulation by IDARC 2D and RUAUMOKO 2D leads to the conclusion that the global behaviors can be, in general, simulated with limited accuracy in the linear analysis as detailing.
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