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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2007.10
- 수록면
- 191 - 194 (4page)
이용수
초록· 키워드
There are many advantage in utilizing the flat plate structure in reinforced concrete buildings. This structure has drawbacks as well because the structure is vulnerable to a punching shear failure at the column-slab connections.
This study focuses on the experimental study on the structural behavior of steel plate reinforcement in column-slab connection. 4 specimens of full scale, designed to fail by punching shear, were tested. The variables of specimens were the following: First case was a base specimen with no shear reinforcement, second case was an another base specimen with shear reinforcement. Third case was to use stud rail. The last case was a specimen with development shear detail. From the test results, conclusions are summarized as follows : 1) The ultimate strengths of specimens designed to resist punching shear based on ACI 421, shear reinforcement for slabs, have been compared with the results from the structural experiments, 2) The specimen with development shear in detail showed substantial contribution on the increase of ultimate strengths.
This study focuses on the experimental study on the structural behavior of steel plate reinforcement in column-slab connection. 4 specimens of full scale, designed to fail by punching shear, were tested. The variables of specimens were the following: First case was a base specimen with no shear reinforcement, second case was an another base specimen with shear reinforcement. Third case was to use stud rail. The last case was a specimen with development shear detail. From the test results, conclusions are summarized as follows : 1) The ultimate strengths of specimens designed to resist punching shear based on ACI 421, shear reinforcement for slabs, have been compared with the results from the structural experiments, 2) The specimen with development shear in detail showed substantial contribution on the increase of ultimate strengths.
#플랫 플랫이트 슬래브
#슬래브-기둥 접합부
#뚫림전단
#철근콘크리트
#실험
#Flat Plate Slab
#Slab-Column Connection
#Punching Shear
#Reinforced Concrete
#tests
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목차
- Abstract
- 1. 서론
- 2. 실험
- 3. 실험 결과 및 분석
- 4. 결론
- 참고문헌
참고문헌
참고문헌 신청최근 본 자료
UCI(KEPA) : I410-ECN-0101-2009-540-014970014
