- HOME
- »çÀ̹öÈ«º¸½Ç
- ±â¼ú¸Å°ÅÁø
±â¼ú¸Å°ÅÁø
´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¿ø¿¡¼ ¹ßÇ¥µÈ ¿¬±¸³í¹®°ú ±â¼ú±â»ç¸¦ ¿¶÷ÇϽǼö ÀÖ½À´Ï´Ù.
´ë¿ì°Ç¼³±â¼ú
[Åä¸ñ] 1. Effects of geo-polymer type of grout agent on compressive strength of a cemented soil ±è¼±ÁÖ ÀüÀÓ¿¬±¸¿ø, Â÷°æ¼· ¼±ÀÓ¿¬±¸¿ø, ±èÅÂÈÆ Ã¥ÀÓ¿¬±¸¿ø |
[Åä¸ñ] 2. Graphical Assessment for Span Ranges of PSC Girder Bridges Àü¼¼Áø ±³¼ö, ÃÖ¸í¼º ÀüÀÓ¿¬±¸¿ø, ±è¿µÁø ¼ö¼®¿¬±¸À§¿ø |
[Åä¸ñ] 3. °í¼ºÅä ¾Ï¹ö·Â µ¿´ÙÁü Áö¹ÝÀÇ Ä§Çϰŵ¿ ¹è°æÅ ¼±ÀÓ¿¬±¸¿ø
|
[Åä¸ñ] 4. Assessment of the fire resistance of a nuclear power plant subjected to a large commercial aircraft crash Àü¼¼Áø ±³¼ö, Áøº´¹« Ã¥ÀÓ¿¬±¸¿ø, ±è¿µÁø ¼ö¼®¿¬±¸À§¿ø
|
[Åä¸ñ] 5. Full-Scale Impact Test of a steel Protector for Existing Tunnel Enlargement ±è¿õ±¸ ÀüÀÓ¿¬±¸¿ø, Áøº´¹« Ã¥ÀÓ¿¬±¸¿ø, ¼°æ¿ø Ã¥ÀÓ¿¬±¸¿ø, ¹é±âÇö Ã¥ÀÓ¿¬±¸¿ø
|