한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 1994년도 봄 학술발표회 논문집
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- Pages.30-35
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- 1994
Kaiser Truss를 사용한 일방향 슬래브의 휨 거동에 관한 연구
An Experimental Study on the Flexural Behavior of Slabs Using Kaiser Truss
초록
In order to investigate on the behavior of one-way slab with Kaiser. Truss, such as flexural strength, failure mode, and ductile capacity, a total of twenty specimens have been tested and compared with the R.C slab without Kaiser Truss. The major variables are Kaiser Truss intervals(30, 40, 60cm), half slab thickness. Test results showed that support interval of half pc slab can be determined by the flexural strength which causes the concrete crack and there are horizontal cracks between upper concrete and half slab in the connection of the specimen with kaiser truss interval 60cm.
키워드