반복-횡력을 받는 조적벽 골조와 전단벽 골조의 내력 및 연성에 관한 실험적 연구

서지정보

· 발행기관 : 한국공간구조학회
· 수록지 정보 : 한국공간구조학회지 / 13권 / 2호
· 저자명 : 이호, 변상민, 정환목, 이택운

목차

Abstract
1. 서 론
2. 본 론
2.1. 실험개요
2.2. 실험체
2.3. 실험계측
2.4. 재료 특성
3. 실험결과 및 분석
3.1 실험체의 거동특성
3.2 실험체의 파괴양상
3.3 내력에 대한 비교분석
3.4 접합부의 연성 및 에너지 소산능력 비교분석
4. 결 론
감사의 글
참고문헌

영어초록

The core aim of this dissertation is to empirically scrutinize a strength characteristic of beam-column frame subjected to the cyclic lateral load, a beam-column frame of un-reinforced masonry wall, and a shear wall frame. First and foremost, I embark upon making three prototypes vis-à-vis this research. By conducting this process, I touch on an analysis of cyclic behavior and a damage characteristic of the beam-column frame, the beam-column frame of un-reinforced masonry wall, and the shear wall frame. What is more, through the previous procedure, the next part delves into the exact stress transfer path and the destructive mechanism to examine how much and how strong the beam-column frame of un-reinforced Masonry Wall does have a resistance capacity against earthquake in all the architecture constructed by the above-mentioned frame, as well as school buildings. In addition to the three prototypes, two more experimental models, a beam-column frame and shear wall frame, are used to compare with the beam-column frame of un-reinforced masonry wall. Lastly, the dissertation will suggest some solutions to improve the resistance capacity against earthquake regarding all constructions built with non bearing wall following having examining precisely all the analysis with regard to not only behavior properties and the damage mechanism of the beam-column frame and the beam-column frame of un-reinforced Masonry Wall but also the resistance capacity against earthquake of non bearing wall and school buildings.

참고자료

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