Proceedings of the Earthquake Engineering Society of Korea Conference (한국지진공학회:학술대회논문집)
- 2001.04a
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- Pages.337-344
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- 2001
Seismic Performance Evaluation of Circular RC Bridge Piers with Shear-Flexure Behavior
휨-전단 복합 거동 원형 RC교각의 내진성능 평가
Abstract
Some as-built drawings in national roadway bridges in Korea were examined. There are many bridge piers, whose aspect ratios are in the vicinity of 2.5. These columns are expected to do shear-flexure behaviour and have large scale effect between full and reduced scale model. In the study, full and 1/2 scale model tests on the shear-flexure behaviour columns were carried out. The seismic performance of existing bridge piers without seismic details were examined by Quasi Static Test
Keywords
- Quasi static test;
- shear-flexure behaviour column;
- full scale test;
- scale effect;
- seismic performance