¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹Áö¹Ý°øÇÐȸ / v.25, no.1, 2009³â, pp.5-19
°ø°£ GIS ±â¹ÝÀÇ Áö¹Ý Á¤º¸ ½Ã½ºÅÛ ±¸ÃàÀ» ÅëÇÑ ´ëÀü Áö¿ªÀÇ ºÎÁö ÀÀ´ä¿¡ µû¸¥ ÁöÁøÀçÇØ ±¸¿ªÈ­
( Seismic Zonation on Site Responses in Daejeon by Building Geotechnical Information System Based on Spatial GIS Framework )
¼±Ã¢±¹; Çѱ¹ÁöÁúÀÚ¿ø¿¬±¸¿ø ÁöÁø¿¬±¸¼¾ÅÍ;
 
ÃÊ ·Ï
ÁöÁøÀ¸·Î ÀÎÇÑ Áö¹Ý ÀçÇØÀÇ ´ëºÎºÐÀº Åä»ç µÎ²²³ª ±â¹Ý¾Ï ½Éµµ ±×¸®°í Åä»ç °­¼º°ú °°Àº ±¹ºÎÀû ÁöÁú Á¶°Ç¿¡ µû¶ó Å©°Ô ¿µÇâÀ» ¹Þ´Â Áö¹Ý ¿îµ¿ ÁõÆø°ú °ü·ÃµÈ ºÎÁö È¿°ú·Î ÀÎÇØ ¹ß»ýµÇ¾î ¿Ô´Ù. º» ¿¬±¸¿¡¼­´Â Áö¹Ý ÀÚ·á¿¡ °üÇÑ ÅëÇÕÀû GIS-±â¹ÝÀÇ Á¤º¸ ½Ã½ºÅÛÀÎ Áö¹Ý Á¤º¸ ½Ã½ºÅÛ(GTIS)ÀÌ ±¹³» ¿¬±¸ °³¹ßÀÇ °ÅÁ¡ µµ½ÃÀÎ ´ëÁø Áö¿ª¿¡¼­ÀÇ ÁöÁø À¯¹ß ÀçÇØ¿¡ ´ëÇÑ Áö¿ªÀû Á¾ÇÕ ´ëÃ¥ ¼ö¸³ÀÇ ÀÏȯÀ¸·Î ±¸ÃàµÇ¾ú´Ù. °ü½É ´ë»ó ¿µ¿ª¿¡ ´ëÇÑ Áö¹Ý Á¤º¸ ½Ã½ºÅÛ ±¸ÃàÀ» À§ÇÏ¿©, ¿¬±¸ ´ë»ó ¿µ¿ªÀ» Æ÷ÇÔÇÏ´Â È®Àå ¿µ¿ª¿¡ ´ëÇØ ±âÁ¸ Áö¹Ý°øÇÐ °ü·Ã ÀÚ·á ¼öÁýÀÌ ÀÌ·ç¾î Á³°í ÁöÇ¥ Áö¹Ý-Áö½Ä ÀÚ·áÀÇ È®º¸¸¦ À§ÇÑ ºÎÁö ¹æ¹® Á¶»ç°¡ Ãß°¡ÀûÀ¸·Î ¼öÇàµÇ¾ú´Ù. °ü½É ´ë»ó ¿µ¿ªÀÇ ºÎÁö È¿°ú Æò°¡¸¦ À§ÇÑ ½ÇÁúÀû Àû¿ë ¸ñÀûÀ¸·Î ºÎÁö Áֱ⿡ °üÇÑ ÁöÁøÀçÇØ ±¸¿ªÁöµµ¸¦ ÀÛ¼ºÇϰí ÁöÁø À¯¹ß ÀçÇØ ¿¹ÃøÀ» À§ÇÑ Áö¿ªÀû Á¾ÇÕ ´ëÃ¥À¸·Î Á¦½ÃÇÏ¿´´Ù. ¶ÇÇÑ, ¿¬±¸ ´ë»ó ¿µ¿ª ³» ÀÓÀÇ ºÎÁö¿¡¼­ÀÇ ³»Áø ¼³°è ¹× ³»Áø ¼º´É Æò°¡¸¦ À§ÇÑ ºÎÁö ÁõÆø°è¼öÀÇ °áÁ¤ ¼ö´ÜÀ¸·Î ºÎÁö ÁÖ±âÀÇ °ø°£ ºÐÆ÷ µû¸¥ ºÎÁö ºÐ·ùÀÇ ÁöÁøÀçÇØ ±¸¿ªÈ­¸¦ ¼öÇàÇÏ¿´´Ù. º» ¿¬±¸¿¡¼­ ¼öÇàµÈ ´ëÀü Áö¿ª¿¡¼­ÀÇ ÁöÁøÀçÇØ ±¸¿ªÈ­·ÎºÎÅÍ GIS ±â¹ÝÀÇ Áö¹Ý Á¤º¸ ½Ã½ºÅÛÀÌ ÁöÁøÀçÇØÀÇ Áö¿ªÀû ¿¹Ãø »Ó¸¸ ¾Æ´Ï¶ó ÁöÁøÀçÇØ Àú°¨À» À§ÇÑ ÀÇ»ç °áÁ¤¿¡¼­ÀÇ ³ôÀº À¯¿ë¼ºÀ» È®ÀÎÇÏ¿´´Ù.
Most of earthquake-induced geotechnical hazards have been caused by the site effects relating to the amplification of ground motion, which is strongly influenced by the local geologic conditions such as soil thickness or bedrock depth and soil stiffness. In this study, an integrated GIS-based information system for geotechnical data, called geotechnical information system (GTIS), was constructed to establish a regional counterplan against earthquake-induced hazards at an urban area of Daejeon, which is represented as a hub of research and development in Korea. To build the GTIS for the area concerned, pre-existing geotechnical data collections were performed across the extended area including the study area and site visits were additionally carried out to acquire surface geo-knowledge data. For practical application of the GTIS used to estimate the site effects at the area concerned, seismic zoning map of the site period was created and presented as regional synthetic strategy for earthquake-induced hazards prediction. In addition, seismic zonation for site classification according to the spatial distribution of the site period was also performed to determine the site amplification coefficients for seismic design and seismic performance evaluation at any site in the study area. Based on this case study on seismic zonations in Daejeon, it was verified that the GIS-based GTIS was very useful for the regional prediction of seismic hazards and also the decision support for seismic hazard mitigation.
 
Ű¿öµå
Geotechnical information;Seismic hazard;Seismic zonation;Site effects;Site period;Site response;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.25, no.1, 2009³â, pp.5-19
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200908349651938)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿