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NO °úÁ¦ÇüÅ Â÷³âµµ ±¸ºÐ ³í¹®¸í ¿¬±¸Ã¥ÀÓÀÚ ÆÄÀÏ
1 ¼¾ÅÍ´ëÇ¥°úÁ¦ 1 ¼¼ºÎ 1 Â÷³âµµ ±¹³» ¼öÁ÷ÁõÃà½Ã ±âÁ¸¸»¶Ò°ú º¸°­¸»¶ÒÀÇ ÇÏÁߺдãÀ² ¹× Ãà°­¼º ºÐ¼®  Á¤»ó¼¶
2 ¼¾ÅÍ´ëÇ¥°úÁ¦ 1 ¼¼ºÎ 1 Â÷³âµµ ±¹³» °­°ü ¸ÅÀÔ¸»¶ÒÀÇ ÁÖ¸é ÇÏÁßÀüÀÌ °î¼±(t-z) Á¦¾È  Á¤»ó¼¶
3 ¼¾ÅÍ´ëÇ¥°úÁ¦ 3 ¼¼ºÎ 1 Â÷³âµµ ±¹³» »çȸ±â¹Ý½Ã¼³¹° ±âÈĺ¯È­ ÀûÀÀ±â¼úÀÇ °æÁ¦¼ººÐ¼®  ±èÇü°ü  
4 ¼¾ÅÍ´ëÇ¥°úÁ¦ 1 ¼¼ºÎ 1 Â÷³âµµ ±¹³» ±¤¿ªÀû »ê»çÅ ¸ð´ÏÅ͸µÀ» À§ÇÑ ¹«¼±¼¾¼­³×Æ®¿öÅ© ±â¼úÀÇ Àû¿ë  Á¤»ó¼¶
5 ¼¾ÅÍ´ëÇ¥°úÁ¦ 1 ¼¼ºÎ 1 Â÷³âµµ ±¹¿Ü Susceptibility Assessments of Landslides in Hulu Kelang Area Using a GIS-Based Prediction Model  Á¤»ó¼¶
6 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü Experimental Study of Estimating the Subgrade Reaction Modulus on Jointed Rock Foundations  Á¤»ó¼¶
7 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü Undrained bearing capacity of ring foundations on two-layered clays  Á¤»ó¼¶
8 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü Undrained bearing capacity factors for ring footings in heterogeneous soil  Á¤»ó¼¶
9 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü The effect of stabilizing piles on the self-supported earth-retaining wall  Á¤»ó¼¶
10 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü Flexural and torsional free vibrations of horizontally curved beams on Pasternak foundations  Á¤»ó¼¶
11 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü Large deformation FE analysis of driven steel pipe piles with soil plugging  Á¤»ó¼¶
12 Á¦ 2 ÃѰý 1 ¼¼ºÎ 5 Â÷³âµµ ±¹¿Ü Thermal Conductivity of compacted fill with mine tailings and recycled tire particles  Á¤»ó¼¶
[1] [2] [3] ... [17] [18] [19]  

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