강재 보강에 따른 기존 학교건축물의 내진성능에 관한 실험적 연구

서지정보

ㆍ발행기관 : 한국공간구조학회 ㆍ수록지정보 : 한국공간구조학회지 / 13권 / 3호
ㆍ저자명 : 이호, 박성무, 권영욱, 변상민

목차

Abstract
1. 서론
1.1. 연구의 개요 및 목적
1.2. 기존연구에 대한 동향
2. 실험계획
2.1. 하중계획
2.2. 실험체
2.3. 실험계측
2.4. 재료 특성
3. 실험결과 및 분석
3.1. 실험체의 거동특성
3.2. 실험체의 파괴양상
3.3. 실험체별 내력비교분석
3.4. 실험체의 내진성능 비교분석
3.5. 기존 연구와의 비교
4. 결 론
감사의글
참고문헌

영어 초록

The core aim of this paper is to empirically scrutinize a strength characteristic and ductility of the beam-column frame of reinforced with steel subjected to the cyclic lateral load. First and foremost, I the author embarks upon making four prototypes vis-à-vis this research. Through this endeavour, the author has analysed cyclic behavior, fracture shape, ductility and energy dissipation of the normal beam-column frame and a beam-column frame of reinforced with steel. In addition, the survey has revealed the exact stress transfer path and the destructive mechanism in order to how much a beam-column frame of reinforced with steel has resistance to earthquake regarding all types of building, as well as school construction. To get the correct data, the author has compared the normal beam-column frame and three types of the beam-column frame of reinforced with steel following these works, the characteristic of cyclic behavior, destructive mechanism, ductility, and Energy dissipation of normal beam-column frame and a beam-column frame of reinforced with steel have been examined clearly.

참고 자료

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