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Çѱ¹µµ·ÎÇÐȸ / v.11, no.3, 2009³â, pp.61-74
±³Åë»ç°í À§Çèµµ Áö¼ö »êÁ¤ ¸ðµ¨ °³¹ß - Ãáõ½Ã ±³Â÷·Î¸¦ Áß½ÉÀ¸·Î -
( Development of Computation Model for Traffic Accidents Risk Index - Focusing on Intersection in Chuncheon City - )
½É°üº¸;Ȳ°æ¼ö; µµ·Î±³Åë°ø´Ü ±³Åë°úÇבּ¸¿ø;Á¦ÁÖ´ëÇб³ ÇàÁ¤Çаú;
 
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±³Åë»ç°í À§Çèµµ Áö¼ö »êÁ¤ ¸ðµ¨ÀÇ °³¹ßÀº ±³Åë»ç°í¿Í »ç»óÀÚ¼öÀÇ ¹ß»ý·üÀ» ÁÙÀ̱â À§ÇÑ ´ëÃ¥À¸·Î µµ·ÎÀÌ¿ëÀÚ ±×·ì, µµ·Î¿Í °¡·Î¸ÁÀÇ ±¸¿ª, Àα¸Áý´Ü µî¿¡ ´ëÇÑ ±³ÅëÀ§Çèµµ¸¦ ¼ö½Ä ¶Ç´Â ¸ðµ¨È­¸¦ ÅëÇØ »çÀü¿¡ Àû¿ëÇÏ¿© È¿°ú¸¦ ±Ø´ëÈ­ÇϰíÀÚ ÇÑ´Ù. ±¹¿Ü¿¡¼­´Â À§ÇèµµÆò°¡¸ðÇüÀ» ÅëÇØ ´ÜÀÏ·Î ¹× ±³Â÷·Î¿¡ °³¼±¹æ¾È ¿ì¼±¼øÀ§¸¦ ¼±Á¤ÇÏ´Â ¹æ¹ýÀ¸·Î Ȱ¿ëÇϰí ÀÖÀ¸¸ç, ±¹³»¿¡¼­µµ ÀϺΠ»ç¾÷¿¡ Àû¿ëµÇ¾î Ȱ¿ëÇϰí ÀÖ´Â ½ÇÁ¤ÀÌ´Ù. ÇÏÁö¸¸ ¸ðÇüÀÇ µ¶ÀÚÀûÀÎ °³¹ßº¸´Ù´Â ±¹¿ÜÀÇ ¸ðÇüÀ» ±¹³» ½ÇÁ¤¿¡ ¸Âµµ·Ï ÀϺΠº¯ÇüÇÏ¿© Ȱ¿ëÇϰí ÀÖ¾î ±× Á¤È®¼º¿¡ Àǹ®ÀÌ Á¦±âµÇ°í ÀÖ´Ù. µû¶ó¼­, º» ¿¬±¸¿¡¼­´Â Ãáõ½ÃÀÇ 96°³ÀÇ ±³Â÷·Î¸¦ ´ë»óÀ¸·Î ±³Åë»ç°í ¹ß»ý ÇöȲ, ±âÇϱ¸Á¶, ÅëÁ¦¹æ½Ä, ±³Åë·®, ȸÀü±³Åë·® µîÀ» ÅëÇØ ±³Â÷·Î Æò°¡¿ä¼Ò¸¦ ÃßÃâÇÏ¿´À¸¸ç, ÃßÃâµÈ Æò°¡ ¿ä¼ÒµéÀÇ »ó°üºÐ¼®À» ÅëÇØ ÃÖÁ¾ÀûÀÎ º¯¼ö¸¦ µµÃâÇÏ¿´´Ù. ÃÖÁ¾ÀûÀ¸·Î µµÃâµÈ º¯¼ö¸¦ ¹ÙÅÁÀ¸·Î ½ÅÈ£ ±¸ºÐ, Â÷·Î¼ö, ±³Â÷·ÎÇüÅÂÀÇ ¼¼º¯¼öÀÇ ¼±Çü¸ðÇü ºÐ¼®À» ÅëÇÑ ºÐ»êºÐ¼® ±â¹ýÀ» ÀÌ¿ëÇÏ¿© ±³Â÷·Î µðÀÚÀÎ ¸ðÇüÀ» °³¹ßÇÏ¿´À¸¸ç, ±³Â÷·ÎÀÇ °èÃþºÐ·ù, ÆÇº°º¯¼ö ¼±Á¤À» ÅëÇØ ½ÅÈ£±³Â÷·Î À§Çèµµ ¸ðÇü, ºñ½ÅÈ£±³Â÷·Î À§Çèµµ ¸ðÇüÀ» °³¹ßÇÏ¿´´Ù.
Traffic accident risk index Computation model's development apply traffic level of significance about area of road user group, road and street network area, population group etc.. through numerical formula or model by countermeasure to reduce the occurrence rate of traffic accidents. Is real condition that is taking advantage of risk by tangent section through estimation model and by method to choose improvement way to intersection from outside the country, and is utilizing being applied in part business in domestic. However, question is brought in the accuracy being utilizing changing some to take external model in domestic real condition than individual development of model. Therefore, selection intersection estimation element through traffic accidents occurrence present condition, geometry structure, control way, traffic volume, turning traffic volume etc. in 96 intersections in this research, and select final variable through correlation analysis of abstracted estimation elements. Developed intersection design model taking advantage of signal type, numeric of lane, intersection type, analysis of variance techniques through ANOVA analysis of three variables of intersection form with selected variable lastly, in signal crossing through three class intersection, distinction variable choice risk in model, no-signal crossing risk distinction analysis model and so on develop.
 
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±³Åë»ç°í À§Çèµµ;À§Çèµµ Áö¼ö ¸ðÇü;½ÅÈ£±³Â÷·Î;ºñ½ÅÈ£±³Â÷·Î;ÆÇº°ºÐ¼® ¸ðÇü;traffic accident risk;risk index model;signal intersection;no-signal intersection;distinction analysis model;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.11, no.3, 2009³â, pp.61-74
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200929535567885)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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