논문 상세보기

철근콘크리트 원형기둥의 구속효과에 대한 이론식 분석

Analysis of theoretical equation for confinement effects of RC circular column

  • 언어KOR
  • URLhttps://db.koreascholar.com/Article/Detail/308876
서비스가 종료되어 열람이 제한될 수 있습니다.
한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

Transverse reinforcement in reinforced concrete column can improve strength and ductility by confining column to expend laterally. The effects of enhancement of strength and ductility depend on the degree of confinement on transverse reinforcement. The theoretical equations about confinement effects of reinforcement concrete column were proposed by earlier investigators. In this study, it was identify the factor for significant impact on reinforced concrete circle column based on early models, and Parameter studies was carried out by each factor. Parameter studies decide the major variables for vertical interval and yield strength of transverse reinforcement, compressive strength of concrete, and sectional area. In Parameter study results, it was identify that vertical interval of transverse reinforcement is significant impact on the strength and ductility.

저자
  • 전혜민(강남대학교 건축공학과 3학년) | Jeon, Hye-Min
  • 하상수(강남대학교 건축공학과 부교수, 공학박사) | Ha, Sang-Su