Earticle

초록

영어

Almost low-rise reinforced concrete school structures are not applied in the seismic codes of Korea and seismic risks of existing reinforced concrete building are enlarging in Korea. Therefore, We have to provide effective earthquake preparedness against future earthquake to avoid a large seismic damage. For this reason, this paper has developed estimation method of seismic capacity for low-rise existing RC school structures.
In this study, domestic and the other country's codes for estimation method of seismic capacity of existing RC school structure are briefly summarized and damaged school structures due to severe earthquake in Japan are examined. then, the feature of damaged school structures are analyzed for applying existing estimation method of seismic capacity.
As the results, we proposed the new estimation method of seismic capacity through multiplying ductility index by first estimation index of seismic capacity, and the proposed estimation method is proved adequacy comparing to second estimation index of seismic capacity

목차

Abstract
 1. 서론
 2. 기존 내진성능 평가방법의 고찰
  2.1 미국
  2.2 일본
  2.3 국내
  2.4 기존 평가방법의 고찰
 3. 지진 피해를 입은 건축물의 분석
  3.1 연도별
  3.2 층수별
  3.3 피해형태별
 4. 일본 내진성능 평가방법의 분석
  4.1 내진성능 평가지표
  4.2 내진성능 판단지표
 5. 내진성능 평가방법의 제안
 5.1 건축물에 대한 피해크기의 분류 정의
 5.2 차수에 따른 내진성능 평가방법의 분석
 5.3 간단한 내진성능 평가방법의 제안
 6. 결론
 참고문헌

저자

• 주병수 [ Ju, Byung Soo | 정회원, 부산대학교 대학원 건축공학과, 석사과정 ]
• 정태권 [ Jung, Tae Kwon | 정회원, 부산광역시청 투자개발기획단, 박사과정수료 ]
• 이상호 [ Lee, Sang Ho | 정회원, 부산대학교 공과대학 건축학부 부교수, 공학박사 ]

참고문헌