HOME
/
SEARCH
/
ENGLISH
¼¾ÅÍÀå Àλ縻
¼¾ÅÍÀå ¾à·Â
Á¶Á÷ ¹× ¿î¿µ
¹è°æ ¹× ¸ñÇ¥¼³Á¤
´Ü°èº° ¸ñÇ¥
±â´ëÈ¿°ú
Âü¿©±³¼ö
ã¾Æ¿À½Ã´Â±æ
English
¿¬±¸³»¿ë
ÁÖ¿ä ±âÀÚÀç
³í¹®
ƯÇã
¼ö»ó½ÇÀû
Àη¾缺
°¡Ä¡Æò°¡
°³¿ä ¹× Âü¿©±â¾÷
½Åû
±â¼ú½Ç½Ã°è¾à
ÇàÁ¤ ¼½Ä
°¢Á¾ ±ÔÁ¤
½Å¹® ½ºÅ©·¦
°øÁö»çÇ×
¼¾ÅͰü·Ã ¼Ò½Ä ¹× ´º½º
¼¾ÅÍ °¶·¯¸®
ÇÐȸ¼Ò½Ä ¹× °úÁ¦°ø¸ð
GIT4CC Åä·Ð¹æ
¿ì¼ö¿¬±¸¼¾ÅÍ(ERC)
±âÈĺ¯È°ü·Ã(±¹³»)
±âÈĺ¯È°ü·Ã(±¹¿Ü)
ÇÐȸ
°ø°ø±â°ü
³í¹®
ƯÇã
¼ö»ó½ÇÀû
Àη¾缺
°¡Ä¡Æò°¡
Home
>
¿¬±¸¼º°ú
>
³í¹®
³í¹®
NO
°úÁ¦ÇüÅÂ
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]
ÆäÀÌÁö ¹Ù·Î°¡±â :
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
À̵¿:
¸Þ´º ¼±ÅÃ
¿¬±¸¼º°ú
|--³í¹®
|--ƯÇã
|--¼ö»ó½ÇÀû
|--Àη¾缺
|--°¡Ä¡Æò°¡
¼¿ï½Ã ¼´ë¹®±¸ ½ÅÃ̵¿ 134¹øÁö ¿¬¼¼´ëÇб³ ÷´Ü°úÇаü B109È£
TEL : 02-2123-8372 FAX : 02-2123-8378 E-mail : git4cc@yonsei.ac.kr