Pseudo-Dynamic Test for Seismic Performance Evaluation of RC Bridge Piers

실물 철근콘크리트 교각의 유사동적 실험에 의한 내진성능 평가

  • 박창규 (중앙대학교 토목공학과) ;
  • 박진영 (중앙대학교 토목환경공학과) ;
  • 정영수 (중앙대학교 토목공학과) ;
  • 조대연 (한국도로공사 도로연구소)
  • Published : 2002.03.01


Pseudo dynamic test is an on-line computer control method to achieve the realism of shaking table test with the economy and versatility of the conventional quasi-static approach Pseudo dynamic tests of six full-size RC bridge piers have been carried out to investigate their seismic performance. For the purpose of precise evaluation, the experimental investigation was conducted to study the seismic performance of the real size specimen, which is constructed for highway bridge piers in Korean peninsula. Since it is believed that Korea belongs to the moderate seismicity region, five test specimens were designed in accordance with limited ductility design concept. Another one test specimen was nonseismically designed according to a conventional code. Important test parameters were transverse reinforcement and lap splicing. Lap splicing was frequently used in the plastic hinge region of many bridge columns. Furthermore, the seismic design code is not present about lap splice in Korean Roadway Bridge Design Code. The results show that specimens designed according to the limited ductility design concept exhibit higher seismic resistance. Specimens with longitudinal steel lap splice in the plastic hinge region appeared to significantly fail at low ductility level.