37. µµ·ÎÆ÷Àå ÆÄ¼Õ À§Çèµµ ¿¹Ãø ¹æ¹ý ¹× ¿¹Ãø ½Ã½ºÅÛ
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : µµ·ÎÆ÷Àå ÆÄ¼Õ À§Çèµµ ¿¹Ãø ¹æ¹ý ¹× ¿¹Ãø ½Ã½ºÅÛ ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : METHOD AND SYSTEM FOR PREDICTING DAMAGE RISK OF ROAD PAVEMENT ¹ß ¸í ÀÚ : Á¤»ó¼¶, À̱¤¿ì, ¹ÚÇöµµ, ±èÁ¤È¯ ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ Ãâ¿ø¹øÈ£ : 10-2016-0109569 Ãâ¿øÀÏÀÚ :2016-08-26
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36. »ê»çÅ ¸ð´ÏÅ͸µ ¹× ¿¹¡¤°æº¸¸¦ À§ÇÑ ¹«¼± ¼¾¼ ³×Æ®¿öÅ© °èÃø ½Ã½ºÅÛ ¹× °èÃø¹æ¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : »ê»çÅ ¸ð´ÏÅ͸µ ¹× ¿¹¡¤°æº¸¸¦ À§ÇÑ ¹«¼± ¼¾¼ ³×Æ®¿öÅ© °èÃø ½Ã½ºÅÛ ¹× °èÃø¹æ¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : WIRELESS SENSOR NETWORK MEASURRING SYSTEM AND METHOD FOR FORCASTING LANDSLIDE ¹ß ¸í ÀÚ : Á¤»ó¼¶, À̱¤¿ì, È«¹®Çö, ±èÁ¤È¯ ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ Ãâ¿ø¹øÈ£ : 10-2016-0090548 Ãâ¿øÀÏÀÚ :2016-07-18
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35. ´ëº¯Çü ÇØ¼®±â¹ýÀ» ÀÌ¿ëÇÑ »ç¹æ´ï ¼³°è ½Ã½ºÅÛ ¹× ¹æ¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ´ëº¯Çü ÇØ¼®±â¹ýÀ» ÀÌ¿ëÇÑ »ç¹æ´ï ¼³°è ½Ã½ºÅÛ ¹× ¹æ¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Design system and method for debris barrier using coupled Eulerian-Lagrangian analysis ¹ß ¸í ÀÚ : Á¤»ó¼¶, À̱¤¿ì, ±èÁ¤È¯, È«¹®Çö ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ Ãâ¿ø¹øÈ£ : 10-2016-0093213 Ãâ¿øÀÏÀÚ :2016-07-22
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34. ±âÈĺ¯È¸¦ °í·ÁÇÑ ÇØ¾È±¸Á¶¹° ÆÄ¼Õ ¿¹Ãø±â¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ±âÈĺ¯È¸¦ °í·ÁÇÑ ÇØ¾È±¸Á¶¹° ÆÄ¼Õ ¿¹Ãø±â¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Prediction method for damage of offshore structure considering climate change. ¹ß ¸í ÀÚ : Á¤»ó¼¶, °íÁØ¿µ, È«¹®Çö ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ Ãâ¿ø¹øÈ£ : 10-2015-0049895 Ãâ¿øÀÏÀÚ :2015-04-08
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33. ÇÏ»ó ¶Ç´Â ÇØ»ó ¸»¶ÒÀ» À§ÇÑ Áøµ¿ ¼¾¼¸¦ ÀÌ¿ëÇÑ ¸»¶Ò ¼¼±¼ ±íÀÌ ÃøÁ¤ ½Ã½ºÅÛ ¹× ¹æ¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ÇÏ»ó ¶Ç´Â ÇØ»ó ¸»¶ÒÀ» À§ÇÑ Áøµ¿ ¼¾¼¸¦ ÀÌ¿ëÇÑ ¸»¶Ò ¼¼±¼ ±íÀÌ ÃøÁ¤ ½Ã½ºÅÛ ¹× ¹æ¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : System and Method for Measuring Scour Depth of Piles on Riverbed or Seabed Using Portable Vibration Sensors ¹ß ¸í ÀÚ : Á¤»ó¼¶, Àü¼¼±¹, À±Å¼·, ±è¿ë¹Î ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ Ãâ¿ø¹øÈ£ : PCT/KR2014/009306 Ãâ¿øÀÏÀÚ :2014-10-02
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32. ºÒÆ÷È »çÁúÅä Áö¹Ý¸ðµ¨À» ÀÌ¿ëÇÑ °¿ìħÅõ ¹× ºñÅ»¸é¾ÈÁ¤ ÀÏÃ¼È ÇØ¼® ±â¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ºÒÆ÷È »çÁúÅä Áö¹Ý¸ðµ¨À» ÀÌ¿ëÇÑ °¿ìħÅõ ¹× ºñÅ»¸é¾ÈÁ¤ ÀÏÃ¼È ÇØ¼® ±â¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Fully coupled method for rainfall infiltration and slope stability using unsaturated constitutive model in sandy soils ¹ß ¸í ÀÚ : Á¤»ó¼¶, Àü¼¼±¹, À±Å¼·, ±è¿ë¹Î ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ µî·Ï¹øÈ£ : 10-1547090 µî·ÏÀÏÀÚ :2015-08-18
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31. ±âÈĺ¯È¸¦ °í·ÁÇÑ »ê»çÅ ¹× Åä¼®·ù ¹ß»ýÀÇ ÇÕ¸®Àû ¿¹Ãø±â¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ±âÈĺ¯È¸¦ °í·ÁÇÑ »ê»çÅ ¹× Åä¼®·ù ¹ß»ýÀÇ ÇÕ¸®Àû ¿¹Ãø±â¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Prediction method for landslides and debris flows considering climate change ¹ß ¸í ÀÚ : Á¤»ó¼¶, ±è¿ë¹Î, ¹ÚÁ¤½Ä, ±èÁ¤È¯, À̱¤¿ì ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ µî·Ï¹øÈ£ : 10-1567262 µî·ÏÀÏÀÚ :2015-11-02
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30. ¼±Çà°¿ì¿Í ÇöÀå ¸ð°üÈí¼ö·ÂÀ» °í·ÁÇÑ ºñÅ»¸é ÇØ¼®±â¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ¼±Çà°¿ì¿Í ÇöÀå ¸ð°üÈí¼ö·ÂÀ» °í·ÁÇÑ ºñÅ»¸é ÇØ¼®±â¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Design method for landslides considering antecedent rainfall and in-situ matric suction ¹ß ¸í ÀÚ : Á¤»ó¼¶,±èÁ¤È¯, ±è¿ë¹Î, À̱¤¿ì ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ µî·Ï¹øÈ£ : 10-1547070 µî·ÏÀÏÀÚ :2015-08-18
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29. ½Ç½Ã°£ »ê»çÅ ¿¹°æº¸¸¦ À§ÇÑ Æò°¡ ±â¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ½Ç½Ã°£ »ê»çÅ ¿¹°æº¸¸¦ À§ÇÑ Æò°¡ ±â¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Landslide hazard assessment method for early warning system based on GIS ¹ß ¸í ÀÚ : Á¤»ó¼¶, ±èÁ¤È¯, ±è¿ë¹Î, À̱¤¿ì ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ µî·Ï¹øÈ£ : 10-1580062 µî·ÏÀÏÀÚ :2015-12-17
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28. Áö¹ÝÀÇ Ä§½Ä ¹× ¿¬ÇàÀÛ¿ëÀ» °í·ÁÇÑ Åä¼®·ù ÇØ¼®±â¹ý
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : Áö¹ÝÀÇ Ä§½Ä ¹× ¿¬ÇàÀÛ¿ëÀ» °í·ÁÇÑ Åä¼®·ù ÇØ¼®±â¹ý ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Analysis of debris flow based on entrainment and erosion bed sediment ¹ß ¸í ÀÚ : Á¤»ó¼¶, À̱¤¿ì, ±è¿ë¹Î, ±èÁ¤È¯ ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ µî·Ï¹øÈ£ : 10-1547069 µî·ÏÀÏÀÚ :2015-08-18
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27. ±âµÕ-¸»¶Ò »óÈ£ ÀÛ¿ëÀ» °í·ÁÇÑ º¯´Ü¸é ´ÜÀÏ ÇöÀ埼³¸»¶ÒÀÇ ÃÖÀû ±âµÕ-¸»¶Ò °¼ººñ »êÁ¤ ¹æ¹ý ¹× ÀåÄ¡
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¹ß¸íÀÇ ¸íĪ(±¹¹®) : ±âµÕ-¸»¶Ò »óÈ£ ÀÛ¿ëÀ» °í·ÁÇÑ º¯´Ü¸é ´ÜÀÏ ÇöÀ埼³¸»¶ÒÀÇ ÃÖÀû ±âµÕ-¸»¶Ò °¼ººñ »êÁ¤ ¹æ¹ý ¹× ÀåÄ¡ ¹ß¸íÀÇ ¸íĪ(¿µ¹®) : Analysis Method for Bent Pile Structures with Varying Cross-Section by considering Column-Pile Interaction ¹ß ¸í ÀÚ : Á¤»ó¼¶, ±èÀ翵, ÀÌÁØÈ¯ ±¸ ºÐ : ±¹³»Æ¯Çã ´ëÇѹα¹ µî·Ï¹øÈ£ : 10-1489707 µî·ÏÀÏÀÚ : 2015-01-29
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26. »ê»çÅÂÇØ¼®À» À§ÇÑ Áö¸®Á¤º¸½Ã½ºÅÛ ±â¹ÝÀÇ ÁöÇϼö ºÐÆ÷ ¿¹Ãø ¹æ¹ý
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