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°ÇÃà(´ëÇѰÇÃàÇÐȸÁö) , v.29 n.124(1985-05) |
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¿ä¾à2 |
According to the plan function of building, the author discusses behaviour of irregular plates were cutout edge, by the application of the finite element method, comparing with the case of the regular plates. The results can be suggested as follows. the valus of negative stresses is larger than that of square plates. Approximately, in the periphery ratio 1.6, cutout pcriphery ratio 0.3 the begaviour of the plate in Y direction is similar to that of continuous plates. As the variety of and ,this paper figures the value of bending stresses. |