Earticle

초록

영어

The purpose of this study is to investigate experimentally the ductile behavior of R/C shearwall with different details of transverse reinforcement in boundary element under cyclic load. Based on the test result, it was shown that the difference of transverse reinforcement in boundary element didn't impact greatly on the initial strength. However, the specimen with spiral
type reinforcement showed higher strength and more flexible behavior than that with traditional hoop.

목차

Abstract
 1. 서론
  1.1 연구의 목적
  1.2 연구 범위 및 내용
 2. 실험계획
  2.1 시험체의 형태 및 변수
  2.2 시험체의 제작
  2.3 사용 재료
  2.4 실험 장치 및 방법
 3. 실험 결과의 비교ㆍ분석
  3.1 균열 및 파괴양상
  3.2 이력거동 특성
 4. 결론
 참고문헌

저자

• 서수연 [ Seo, Soo-Yeon | 정회원, 정회원, 충주대 건축공학과 교수, 공학박사 ]
• 윤승조 [ Yoon, Seung-Joe | 정회원, 정회원, 충주대 건축공학과 교수, 공학박사 ]
• 오태근 [ Oh, Tae-Keun | 정회원, (주)동양구조엔지니어링 ]
• 조용만 [ Cho, Yong-Man | 정회원, 충주대학교 건축공학과, 석사과정 ]

참고문헌