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Architecture & Urban Research Institute

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±â»ç¸í À¯ÇÑ¿ä¼Ò¹ý¿¡ ÀÇÇÑ Àý°áÁÖº¯°íÁ¤ÆÇÀÇ Èڰŵ¿¿¡ °üÇÑ ¿¬±¸ / A study on flexural behaviour of fixed cutout-periphery plate by finite element method
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¼ö·Ï»çÇ× °ÇÃà(´ëÇѰÇÃàÇÐȸÁö) , v.29 n.124(1985-05)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(42) ÃÑÆäÀÌÁö(8)
ISSN 12251666
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¿ä¾à1 º¹ÀâÇÑ ±â´ÉÀ» °®´Â °Ç¹°ÀÇ Æò¸é°èȹ¼º »óÆÇ±¸Á¶ÀÇ ÀϹÝÇüÀÎ À广ÇüÀÇ ¸ð¼­¸® Àý°áÀÌÇüÆÇÀÇ ÁÖº¯°íÁ¤ÀÎ °æ¿ìÀÇ Èٰŵ¿¿¡ °üÇÏ¿© »ìÆì º¸±â·Î ÇÑ´Ù.
¿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.
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