¶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

Çѱ¹µµ·ÎÇÐȸ / v.9, no.1, 2007³â, pp.17-27
À¯·áµµ·Î ETCS ÀÌ¿ë¼ö¿ä ¿¹Ãø¸ðÇü¿¡ °üÇÑ ¿¬±¸ (â¿ø½Ã¸¦ Áß½ÉÀ¸·Î)
( A Study on an ETCS Demand Forecasting Model of Toll Roads in Changwon City )
±è°æÈ¯;Çϸ¸º¹;Àü¿¬ÈÄ;ÀÌÀͼö; °æ»ó´ëÇб³ °Ç¼³°øÇкÎ;°æ»ó´ëÇб³ ȯ°æ ¹× Áö¿ª¹ßÀü¿¬±¸¼Ò;±³Åë¾ÈÀü°ø´Ü ºÎ»ê°æ³²Áö»ç;°æ»ó´ëÇб³ ´ëÇпø µµ½Ã°øÇаú;
 
ÃÊ ·Ï
ETCS´Â 1990³â´ë ÃʺÎÅÍ ¼±Áø±¹¿¡¼­ À¯·áµµ·Î Åç°ÔÀÌÆ®¿¡¼­ÀÇ ±³ÅëüÁõ ¹× Áöü¹®Á¦¸¦ ÇØ°áÇϱâ À§ÇÏ¿© Àû¿ëµÇ±â ½ÃÀÛÇÏ¿´´Ù. ETCSÀÇ ¼º°øÀûÀÎ ¿î¿µÀ» À§Çؼ­´Â ETCS ÀÌ¿ë·üÀ» Á¤È®È÷ ¿¹ÃøÇÏ´Â °ÍÀÌ Áß¿äÇÏ´Ù. º» ¿¬±¸¿¡¼­´Â â¿ø½ÃÀÇ ½Å·Ú¼º ÀÖ´Â ETCS ÀÌ¿ë¼ö¿ä¿¹Ãø ¸ðÇü °³¹ßÀÌ ½ÃµµµÇ¾ú´Ù. ÃÑ 11°³ÀÇ ¼³¸íº¯¼öµéÀ» °í·ÁÇϸ鼭 ÀÌÇ×·ÎÁþ ¹× ½Å°æ¸Á ¸ðÇüµéÀÌ °ËÅäµÇ¾ú´Ù. ½Å°æ¸Á¸ðÇü¿¡¼­ °¡Àå ÁÁÀº °á°ú¸¦ ¾ò¾ú´Ù. ±×·¯³ª ETCS ÀÌ¿ë·ü ÃßÁ¤À» À§ÇØ ¼³¸íº¯¼ö 11°³¸¦ ÃßÁ¤Çϱ⿡´Â ¾î·Á¿òÀÌ ÀÖÀ¸¹Ç·Î Â÷³»ÀåÄ¡ ÀӴ뺸Áõ±Ý, Àý¾à½Ã°£, ÇÒÀηüÀÇ Áß¿ä 3°³ Á¤Ã¥º¯¼ö¸¸À» °í·ÁÇÑ ½Å°æ¸Á ¹× ·ÎÁþ ¸ðÇüµéÀ» ETCS ÀÌ¿ë·ü ÃßÁ¤¸ðÇüÀ¸·Î ºÐ¼®ÇÏ¿´´Ù. ¸ðÇüÀÇ ¿¹Ãø·Â Æò°¡¿Í ÀûÇÕµµ ºÐ¼®¿¡ À־ ½Å°æ¸Á¸ðÇüÀÌ ·ÎÁþ¸ðÇüº¸´Ù ¿ì¼öÇÑ ¸ðÇüÀ¸·Î ÆÇ´ÜµÇ¾îÁö³ª ÇнÀ¿¡ »ç¿ëµÈ 9°¡Áö ÀÌ¿ÜÀÇ ½Ã³ª¸®¿À¿¡¼­ ½Å·Ú¼ºÀÌ ¶³¾îÁö´Â °ÍÀ¸·Î ³ªÅ¸³ª, ETCS ÀÌ¿ë·ü ÃßÁ¤ ¸ðÇüÀ¸·Î 3°³ÀÇ Áß¿äÇÑ Á¤Ã¥º¯¼ö¸¦ °í·ÁÇÑ ÀÌÇ×·ÎÁþ¸ðÇüÀÌ Á¦¾ÈµÈ´Ù. ÀÌ ¸ðÇüÀº Æò±ÕÁ¦°ö¿ÀÂ÷ $0.14,;{ ho}^{2}0.31,;x^{2}488.9$·Î ½Å·Ú¼ºÀÌ ³ôÀº ¸ðÇüÀ¸·Î Æò°¡µÇ¸ç â¿ø½Ã¿Í ±Ô¸ð°¡ À¯»çÇÑ µµ½Ã¿¡ Àû¿ëÀÌ °¡´ÉÇÒ °ÍÀ¸·Î ±â´ëµÈ´Ù.
Since early 1990s, several developed countries have applied the Electronic Toll Collection System (ETCS) to toll roads in order to solve traffic congestion and delay problems at toll plazas. For the successful operation of the ETCS, it is important to correctly forecast the ETCS using rate. In this study, it was conceived to develop a sophisticated demand forecasting model of the ETCS for toll roads in Changwon City The Binary Logit and neural network models were tested for the model considering 11 explaining variables. The best results in prediction accuracy and goodness-of-fit were obtained on the neural network model. However, because of the difficulty in predicting the 11 variables and its fitness in wide range, the Binary Logit model which considers three policy variables only is recommended as the model to forecast the ETCS using rate.
 
Ű¿öµå
electronic toll collection system;logit model;neural network model;tall road;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.9, no.1, 2007³â, pp.17-27
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200712242667227)
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¿