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Architecture & Urban Research Institute

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³í¹®¸í °í°­µµ ö±ÙÀ» »ç¿ëÇÑ º®Ã¼ÀÇ ÃÖ¼Òö±Ù·®ÀÇ ÀûÁ¤¼º¿¡ ´ëÇÑ ½ÇÇèÀû ¿¬±¸ / The Experimental Study on Appropriateness for Minimum Reinforcement for Reinforced Concrete Wall Using High-Strength Reinforcement / 01. ±¸Á¶½ÇÇè
ÀúÀÚ¸í ¼­¹Î¼® ; ÃÖ°æ±Ô ; ¹éÀå¿î ; ¹ÚÈ«±Ù ; Á¤¶õ½Äº°ÀúÀÚ
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¼ö·Ï»çÇ× Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2014 °¡À» Çмú´ëȸ ³í¹®Áý, Vol.26 No.2 (2014-10)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(11) ÃÑÆäÀÌÁö(2)
ISSN 1738-298X
ÁÖÁ¦ºÐ·ù Àç·á / ±¸Á¶
¿ä¾à1 ÀÌ ¿¬±¸´Â º®Ã¼ÀÇ Àü´Üö±ÙÀ¸·Î SD500 ö±ÙÀ» Àû¿ëÇÒ °æ¿ì, ÃÖ¼Òö±Ù±ÔÁ¤ÀÌ º®Ã¼ÀÇ ±¸Á¶¼º´É¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» °ËÁõÇϱâ À§ÇØ Çü»óºñ 2.5ÀÎ ½ÇÇèü¿¡ ´ëÇÏ¿© ½ÇÇèÀ» ¼öÇàÇÏ¿´´Ù. ½ÇÇè°á°ú ÇöÇà ±¸Á¶±âÁØÀ» µû¶ó ¼³°èµÈ ±âÁ¸ÀÇ SD400 ÃÖ¼ÒÀü´Üö±ÙÀ» »ç¿ëÇÏ´Â º®Ã¼¿Í ºñ±³ÇÏ¿© SD500 ÃÖ¼ÒÀü´Üö±ÙÀ» »ç¿ëÇÑ º®Ã¼ÀÇ ÆÄ±«Æ¯¼º, °­µµ, º¯Çü´É·Â ¹× º¯Çü±¸¼ººñ°¡ À¯»çÇÏ°Ô ³ªÅ¸³µ´Ù.
¿ä¾à2 In this study, walls, whose aspect ratio is 2.5, are tested in order to verify the effect of the minimum reinforcement code to structural performance when SD500 bars are used as shear reinforcement. The results of the walls with SD500 bars in terms of fracture characteristic, strength, deformation capacity and component ratio are similar to the walls with SD400 bars.
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¼­¹Î¼®(Seo, Min-Seok) ; ÃÖ°æ±Ô(Choi, Kyoung-Kyu) ; ¹ÚÈ«±Ù(Park, Hong-Gun) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è : Vol.32 No.08 (201608)
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¹®µµ¿µ(Do Young Moon) ; ¾Èµ¿¿í(Dong Wook Ahn) ; À̱âÈ«(Gi-Hong Lee) ; ÃÖ¼¼Áø(Se Jin Choi) - Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ³í¹®Áý : Vol.34 No.6 (202212)
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±èÁö¿µ; ±è´ë¿µ; ÇÏ¿µÃ¶ - °ÇÃ౸Á¶(Çѱ¹°ÇÃ౸Á¶±â¼ú»çȸÁö) : Vol.29 No.5 (202210)
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³ª¼±Ã¶±Ù ¶Ç´Â Uö±ÙÀ¸·Î Ⱦº¸°­µÈ SD400 D10 ö±Ù °ãħÀÌÀ½ ½ÇÇè
±èÁø±Ô(Jin-Gyu Kim) ; õ¼ºÃ¶(Sung-Chul Chun) ; ±èÀÎÈ£(In-Ho Kim) - Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ³í¹®Áý : Vol.33 No.4 (202108)
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[ƯÁý] KDS 41 10 15 : °ÇÃ౸Á¶±âÁØ ¼³°èÇÏÁß - 5. dzÇÏÁß(°¡Äª KDS 2022)ÀÇ ½Å±¸ Á¶¹® ºñ±³ (3)
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