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KCI 등재
철근콘크리트 공동주택의 평면확장을 위한 연결부의 전단성능 평가에 관한 연구
A Study on Shear Connector Performance Estimation for Plan Extension of RC Apartment Structures
김동백 ( Dong Baek Kim )
UCI I410-ECN-0102-2015-500-002004880
* 발행 기관의 요청으로 구매가 불가능한 자료입니다.

Nowadays, remodeling cases for some apartment like Hyundai through the support of government are reported. Conventionally, balcony and aisle are extended for additional private area or balcony which is supported by new frame is extended. In extension work at site, dowel bar is conventionally inserted in old concrete slab for connection with old and new slab, however, an examination for structural safety is rarely performed prior to construction, if ever, vertical load is only considered for structural analysis. When conventionally connected structures are exposed to earthquake, the old and new structures have individual earthquake behavior with different mode, which may lead the elimination of resistance to earthquake in new structures. As of this reason, new detailing connection system which can have light weight and sufficient ductility performance is developed for application to domestic extension works. Additionally, user manual and specification are also developed for fertilization of application for the developed technology.

1. 서 론
2. 평면확장형 연결부의 요구성능
3. 평면확장부의 전단성능실험
4. 결과 분석
5. 결 론
References
[자료제공 : 네이버학술정보]
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