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Àú¼ú¸í, °ÔÀçÁö,
±Ç/È£, ¼ö·Ï¸í, ¹ßÇàó/ÃâÆÇ»ç
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Àú¼úÇüÅÂ/°øµ¿¿¬±¸ÀÚ |
1996 |
³ªÆ®·ý-ÄÜÅ©¸®Æ® ¹ÝÀÀ¿¬±¸ÇöȲ, Çѱ¹¿øÀÚ·Â ÇÐȸÁö
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Çмú³í¹® |
1996 |
ö±Ù ÄÜÅ©¸®Æ® ÀåÁÖÀÇ ½Ã°£¿¡ µû¸¥ °Åµ¿, ¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò ³í¹®Áý
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Çмú³í¹® |
1997 |
ÇÁ¸®½ºÆ®·¹½ºÆ® ÄÜÅ©¸®Æ®(PSC)±âµÕÀÇ ÇÕ¸®ÀûÀÎ ¼³°è,
¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò
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Çмú³í¹® |
1998 |
An Experimental Study on Sodium-Concrete
Reactions, Çѱ¹¿øÀÚ·ÂÇÐȸÁö
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Çмú³í¹® |
1998 |
ºÎºÐ ÇÁ¸®½ºÆ®·¹½ºÆ® ÄÜÅ©¸®Æ®º¸ÀÇ µµ½ÉÃà ÃßÁ¤, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ
Ãß°èÇмú¹ßǥȸ
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1998 |
ö±ÙÄÜÅ©¸®Æ® ÈÚºÎÀçÀÇ ÇÕ¸®ÀûÀΠö±ÙÀý´Ü, ¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò
³í¹®Áý
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1999 |
ö±ÙÄÜÅ©¸®Æ® ÈÚºÎÀçÀÇ ¿¬¼º°Åµ¿À»
À§ÇÑ ÃÖ¼Òö±Ù·®, ¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò ³í¹®Áý
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1999 |
³ª¼±Ã¶±Ù ÀÌÀ½À» À§ÇÑ °°ü ¾ÐÂø½Ä Ä¿Ç÷¯¿¡ °üÇÑ ¿¬±¸,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãß°èÇмú ¹ßǥȸ
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1999 |
ÄÜÅ©¸®Æ® °ÇÁ¶¼öÃà ±Õ¿Á¦¾î¸¦ À§ÇÑ ÇÕ¸®ÀûÀÎ ÃÖ¼Òö±Ù·®,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãß°èÇмú¹ßǥȸ
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2000 |
ö±ÙÄÜÅ©¸®Æ® ±¸Á¶¹°ÀÇ ½Ã°£¿¡ µû¸¥ ±¸Á¶°Åµ¿, ¼ö¿ø´ë
³í¹®Áý
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2000
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¿øÁÖÇü ÄÜÅ©¸®Æ® °ø½ÃüÀÇ ÄÎÇÎ Á¾·ùº° ¾ÐÃà°µµ ¿µÇâ,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãß°èÇмú ¹ßǥȸ
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Çмú³í¹® |
2000
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ÄÜÅ©¸®Æ®¿ë °ñÀçÀÇ ¾ËÄ«¸®-½Ç¸®Ä« ¹ÝÀÀÀÇ ÇÔ·® ÃÖ¾ÇÁ¶°Ç,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãß°èÇмú ¹ßǥȸ
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Çмú³í¹® |
2001
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Shear Behavior of Prestressed
Concrete Bridge Girders, The Eight East Asia-Pacific
Conference on Structural Engineering and Construction
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Çмú³í¹® |
2001
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¾ËÄ®¸®-°ñÀç ¹ÝÀÀÀÇ ½ÇÇèÀû ¿¬±¸,
¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò ³í¹®Áý |
Çмú³í¹® |
2002
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ÄÜÅ©¸®Æ®ÀÇ °ÇÁ¶¼öÃà º¯Çü·ü ÃßÁ¤, ¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò |
Çмú³í¹® |
2003
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Àç·Éº¸Á¤µÈ À¯È¿°è¼ö¹ý¿¡ µû¸¥ ÀåÁÖÀÇ ½Ã°£Çؼ®,
¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò ³í¹®Áý |
Çмú³í¹® |
2003
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ºÐ¸®Çü °Å´õÀÇ ¿ªÇÐÀû °Åµ¿Æ¯¼º¿¡ °üÇÑ ½ÇÇè,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À»Çмú ¹ßǥȸ |
Çмú³í¹® |
2003
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ö±ÙÄÜÅ©¸®Æ® ÀåÁÖÀÇ ½Ã°£¿¡ µû¸¥ ±¸Á¶°Åµ¿,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À»Çмú ¹ßǥȸ |
Çмú³í¹® |
2003
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ºÎºÐ ÇÁ¸®½ºÆ®·¹½ºÆ® ÄÜÅ©¸®Æ® ÈÛºÎÀçÀÇ Àå±â°Åµ¿,
Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À»Çмú ¹ßǥȸ |
Çмú³í¹® |
2004
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¼¼Àåºñ¿¡ µû¸¥ ö±ÙÄÜÅ©¸®Æ® ÀåÁÖÀÇ Å©¸®ÇÁ Á±¼,
¼ö¿ø´ë »ê¾÷±â¼ú¿¬±¸¼Ò ³í¹®Áý |
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2001 |
ö±ÙÄÜÅ©¸®Æ®
±¸Á¶¹° ¼³°è, û¹®°¢
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Àú¼ |
2005 |
ö±ÙÄÜÅ©¸®Æ®, ¾ç¼°¢
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