両端固定一方向性中空スラブに関する実験的研究 : 中空スラブの孔と直交方向のせん断破壊について(その2)
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概要
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This paper discusses the experimental results of reinforced concrete slab strips whose circular hollows are arranged perpendicularly to the logitudinal direction. In this paper, a series of slab strips were tested under the conditions of no shear reinforcement and short term loading in a very stiff surrounding frame. The experimetal results showed that the hollow slab strips of this type tends to produce shear failure and the failure phenomena are very complicated due to stress concentration effect. The author analyized these shear failure phenomena and showed that the failure modes can be explained by simple calculations.
- 社団法人日本建築学会の論文
- 1994-06-30