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Architecture & Urban Research Institute

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³í¹®¸í ºñÁ¤Áú °­¼¶À¯ º¸°­ À̹æÇâ ½½·¡ºêÀÇ ¶Õ¸²Àü´Ü¼º´É¿¡ ´ëÇÑ ½ÇÇèÀû ¿¬±¸ / An Experimental Study of Punching Shear Capacity for Amorphous Micro Steel Fiber Reinforced Concrete Two-way Slab / session 1 : ½Ã°ø ¹× ÇöÀåÀû¿ë 1
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¼ö·Ï»çÇ× Çѱ¹°Ç¼³¼øÈ¯ÀÚ¿øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, v.13 n.2 (2013-11)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(3) ÃÑÆäÀÌÁö(2)
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¿ä¾à1 ÀÌ ¿¬±¸´Â ºñÁ¤Áú°­¼¶À¯·Î º¸°­µÈ À̹æÇâ ½½·¡ºêÀÇ ¶Õ¸²Àü´Ü¼º´ÉÀ» Æò°¡Çϱâ À§ÇÑ ½ÇÇèÀ» ¼öÇàÇÏ¿´´Ù. ½ÇÇè °á°ú¸¦ ºÐ¼®ÇÏ°í ´Ù¾çÇÑ ¼¶À¯¿Í Àü´Üº¸°­¹æ¹ýÀ¸·Î º¸°­µÈ À̹æÇâ ½½·¡ºê¿Í ¶Õ¸²Àü´Ü¼º´ÉÀ» ºñ±³ÇÏ°í ºÐ¼®ÇÏ¿´´Ù.
¿ä¾à2 This study presented the test results of punching shear test of two-way slab using amorphous steel fibers, and investigated the effect of the fibers on punching behavior of the slabs. Based on that, punching shear strength of two-way slab reinforced with fibers and conventional shear reinforcement were compared and analyzed.
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