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철근콘크리트 기둥의 축방향철근비율에 따른 내진성능

Seismic performance of reinforced concrete column according to longitudinal steel ratio

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

This research is a part of a research program to verify the seismic performance of circular reinforced concrete bridge columns with respect to longitudinal steel ratio and transverse steel ratio under cyclic lateral load. In this paper, describes mainly displacement ductility of circular reinforced concrete bridge columns with respect to test variables.

저자
  • 고성현(제주국제대학교 토목공학과 조교수, 공박) | Ko, Seong Hyun Corresponding Author