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Architecture & Urban Research Institute

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¼ö·Ï»çÇ× Çѱ¹°Ç¼³¼øÈ¯ÀÚ¿øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, v.13 n.2 (2013-11)
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¿ä¾à1 º» ¿¬±¸´Â ÆÐ³ÎµÎ²² ¹× °­¼¶À¯ È¥ÀÔÀ²¿¡ µû¸¥ ¾ËÄ®¸® Ȱ¼º½½·¡±× ÄÜÅ©¸®Æ®ÀÇ ¼Õ»óƯ¼ºÀ» Æò°¡Çϱâ À§ÇÏ¿© ¼öÇàÇÏ¿´À¸¸ç ÃÑ 8°³ÀÇ ÆÐ³Î¿¡ ´ëÇØ µ¿ÀûÃæ°Ý½ÃÇèÀ» ½Ç½ÃÇÏ¿´´Ù. ½ÇÇè°á°ú, ¾ËÄ®¸® Ȱ¼º½½·¡±× ÄÜÅ©¸®Æ®ÀÇ ³» Ãæ°Ý¼º´ÉÀÌ ÀÏ¹Ý ÄÜÅ©¸®Æ®¿¡ ºñÇØ ´Ù¼Ò ¶³¾îÁö´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. È¥ÀÔ·üÀÇ Áõ°¡¿¡ µû¶ó ÆÄ±«¸éÀû ¹× Áß·® ¼Õ½ÇÀ²ÀÌ °¨¼ÒÇÏ¿´À¸¸ç µÎ²²°¡ Áõ°¡ÇÔ¿¡ µû¶ó È¥ÀÔÀ²º¸´Ù µÎ²²ÀÇ ¿µÇâÀÌ ¼Õ»ó¸ÅÄ¿´ÏÁò¿¡ Áö¹èÀûÀÎ °ÍÀ¸·Î ³ªÅ¸³µ´Ù.
¿ä¾à2 This study is experiment result of damage characteristics of steel fiber reinforced alkali activated slag(AAS) concrete panel under dynamic impact loading. the main variables of the study were volume fraction of fiber and thickness of panel. Test result indicate that impact resistant performance is improved with fiber volume fraction and thickness.
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