中間支点をもつ周辺単純支持矩形板の一方向座屈
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概要
- 論文の詳細を見る
While it is necessary for the design of a flat slab to determine the buckling load of it, there are only a few investigations reported so far on its approximate analysis. In this paper, the analysis of one-way backling of flat slab, which is simply supported at the boundaries and at the given intermediate points, is reported. To derive the condition for buckling of flat slab, the fundamental differential equation of thin plate is resolved by the use of trigonometric series. And some examples of one-way buckling of flat slabs are illustrated, in which it may be found that a flat slab is more unstable in buckling than a continuous plate.
- 社団法人日本建築学会の論文
- 1970-06-30