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Çѱ¹Áö¹Ý°øÇÐȸ / v.1, no.2, 1985³â, pp.75-80
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Pontoon½Ä ¿¬¼Ó±âÃÊÀÇ ÈÚ ¸ð¸àÆ®¿Í Àü´Ü·Â¿¡ °üÇØ
( A Study on tile Bending Moment and Shear Force of Pontoon Contineous Foundation ) |
| È«¼º¸ñ;°íÀϵÎ; Á¤È¸¿ø, ¼¿ï´ëÇб³ °ÇÃàÇаú;Á¤È¸¿ø, °æ±â°³¹æ´ëÇÐ;
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| °ÇÃ๰ÀÇ ¿¬¼Ó±âÃÊÇØ¼®¿¡¼ Á¾·¡¿¡´Â µîºÐÆ÷ Á¢Áö¾ÐÀ» ¹ÙÅÁÀ¸·Î ÇÑ ÇØ¼®¹æ¹ý À§ÁÖ¿´´Ù. Á»´õ Á¤È®ÇÑ ±âÃÊÆÇÀÇ À½·ÂÇØ¼®À» À§ÇÑ º¯ÈÁ¢Áö¾ÐÀ» °í·ÁÇÑ ÇØ¼®¹æ¹ý°ú ±âÁ¸¹æ¹ýµéÀ» ºñ±³.ºÐ¼®ÇØ º¸°í, ´õ ³ª¾Æ°¡ ±âÃÊÆÇ¿¡ ±ÙÀÀ·ÂÀÌ »ý±æ °æ¿ì ÀÀ·ÂÀ» ÁÙÀ̱â À§ÇÑ Pontoon½Ä ±âÃʸ¦ ¼Ò°³ÇÑ´Ù. |
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| For the analysis of contineous building foundation, the conventional methods assume that subgrade reaction is uniform. But for more accurate analysis, the method considering variable distribution of subgrade reaction and the conventional methods were compared. Addithionally pontoon foundation to reduce the stress of foundation is introduced. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.1, no.2, 1985³â, pp.75-80
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198511920442504)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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