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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2012.9
- 수록면
- 41 - 48 (8page)
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초록· 키워드
오류제보하기
The foundation structure was described with the function on the distribution of bearing power according to the type of ground and on the relative stiffness of the footing slab. Consequently, bearing power, bending, and load transfer from the shear to the foundation shall be considered. Note, however, that the performance test of the foundation of an architectural structure is executed in the lab, not on the ground, as in the case of a flat-plate slab as a test that assesses the punching shear in the form of four-side support. Moreover, the design formula of the footing slab also uses the formula of the flat-plate slab.
Therefore, a loading system on the ground was established to consider the effect of the bearing power on the footing slab; shear reinforcement to reduce the thickness of the footing slab was developed in this study. The shear reinforcement was fabricated such that the secondary moment of the section was maximized by bending the steel plate to "C" shape to minimize the amount of steel used. The reinforcing performance was reviewed using the width/thickness ratio of the reinforcement and the effective thickness of the footing slab as variables.
Therefore, a loading system on the ground was established to consider the effect of the bearing power on the footing slab; shear reinforcement to reduce the thickness of the footing slab was developed in this study. The shear reinforcement was fabricated such that the secondary moment of the section was maximized by bending the steel plate to "C" shape to minimize the amount of steel used. The reinforcing performance was reviewed using the width/thickness ratio of the reinforcement and the effective thickness of the footing slab as variables.
목차
Abstract
1. 서론
2. 기초판의 2방향 전단성능 실험
3. 실험결과
4. 결론
참고문헌
참고문헌 (7)
참고문헌 신청
Josef Heffer. / 2009 / Punching Strength of Reinforced Concrete Footings / ACI Structural Journal :706~716
Josef Heffer. / 2006 / Experimental Investigations on Punching Behavior of Reinforced Concrete Footings / ACI Structural Journal :604~613
W. G. Corley. / 1968 / Shearhead Reinforcement for Slabs / ACI Structural Journal :811~824
2008 / ACI 318-08, Building Code Requirements for Structural Concrete(ACI 318-08)and Commentary / American Concrete Institute
2009 / KBC 2009, Korean Buliding Code Structural
Josef Heffer. / 2006 / Experimental Investigations on Punching Behavior of Reinforced Concrete Footings / ACI Structural Journal :604~613
W. G. Corley. / 1968 / Shearhead Reinforcement for Slabs / ACI Structural Journal :811~824
2008 / ACI 318-08, Building Code Requirements for Structural Concrete(ACI 318-08)and Commentary / American Concrete Institute
2009 / KBC 2009, Korean Buliding Code Structural
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UCI(KEPA) : I410-ECN-0101-2014-540-001415467