¶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.10, no.3, 2008³â, pp.97-107
Â÷·® ÁÖÇàÆ¯¼ºÀ» °í·ÁÇÑ °¨¼Ó ¿ÏÈ­°î¼± ¼³°è¹æ¹ý °³¹ß
( A Development of Design Method for Deceleration Transition Curve Based on Vehicle Driving Characteristics )
ÀÌÁ¡È£; ÀüºÏµµ½Ã°æ¿µ¿¬±¸¿ø µµ·Î±³Åë ¹× R&D ¿¬±¸;
 
ÃÊ ·Ï
°í¼Óµµ·Î ¹× ±¹µµ µîÀÇ ÀÎÅÍüÀÎÁö À¯ÃâºÎ¿¡ ´ëÇÑ ¼³°è±âÁذú ¿¬±¸ ³»¿ëÀº ÁÖ·Î º¯À̱¸°£, °¨¼ÓÂ÷·Î, °î¼±¹Ý°æ, À¯Ãâ°¢ ¹× ³ëÁîºÎÀÇ Çü»ó µî ÀÚµ¿Â÷¿Í µµ·Î ±âÇϱ¸Á¶°£ÀÇ ¿îµ¿¿ªÇÐÀûÀÎ °üÁ¡ÀÇ ¾ÈÀü¼º È®º¸¸¸ ÁÖ¿ä °ü½É»ç¿´´Ù. µû¶ó¼­ º» ¿¬±¸¿¡¼­´Â Â÷·® ÁÖÇà¼Óµµ Ư¼º¿¡ ÃÊÁ¡À» ¸ÂÃß¾î ù° ÇöÇà ¼³°è±âÁØÀÇ ÀÌ·ÐÀû Àǹ̸¦ ÇØ¼®Çϰí, µÑ°, À¯ÃâºÎ ¿ÏÈ­°î¼±¿¡¼­ Â÷·®ÀÇ ÁÖÇà¼Óµµ ¹× ±³Åë»ç°í Ư¼ºÀ» »ìÆìº¸¾Ò°í, ¼Â°, ±âÁ¸ÀÇ ÀÎÅÍüÀÎÁö À¯Ãâ ·¥ÇÁºÎ ÃÖ¼Ò°î¼±¹Ý°æÀÇ ºÎÀûÇÕ¼ºÀ» °ËÅäÇÑ ÈÄ ¿îÀüÀÚÀÇ ¿ÏÈ­ °î¼±ºÎ ÁÖÇàÆ¯¼º¿¡ ¸Â´Â »õ·Î¿î ¿ÏÈ­°î¼± ¼³°è¹æ¹ýÀ» Á¦½ÃÇÏ¿´°í ±× °á°ú¸¦ »êÃâÇÏ¿© ±âÁ¸¹æ¹ý°ú ºñ±³ °ËÅäÇÑ °á°ú À¯Ãâ·¥ÇÁ ¿ÏÈ­ °î¼±ºÎ ¼³°è¼Óµµ 50km/h, 40km/hÀÇ °æ¿ì±âÁ¸ÀÇ ¿ø½É·Â°ú ±¸½É·ÂÀÌ ÆòÇüÀ» ÀÌ·ç´Â ÃÖ¼Ò°î¼±¹Ý°æ¿¡¼­ °ü¼º·ÂÀÌ Ä¿Á® ±³Åë»ç°íÀÇ À§ÇèÀÌ ³ô¾ÆÁø´Ù´Â °ÍÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú°í »õ·ÎÀÌ Á¦¾ÈÇÑ °¨¼ÓÁÖÇà ¿ÏÈ­°î¼±¿¡¼­´Â ±âÁ¸ÀÇ ¿ÏÈ­°î¼±º¸´Ù °ü¼º·ÂÀÌ ÀÛ¾ÆÁö°í °î¼±Àº Ä¿Á® ±âÁ¸º¸´Ù ¾ÈÀüÇÑ °î¼±À¸·Î È®ÀεǾú´Ù.
I study for design criteria and research about Interchange diverging area of express highway and freeway, the most recent, at interchange diversion of express highway and freeway, design criteria and researches are focus on safety guarantee a point of view movement dynamics of vehicle and road geometric as to transition section, deceleration section, curve radius, nose section, outflow angle etc, that is, design criteria and research of Interchange diverging area have not consider a point of view movement dynamics of vehicle and road geometric and driver, so that I will be focus characteristic of runing speed on trasion curve. and I will consider vehicle running speed characteristics and study problem of Interchange diverging area design criteria. For this study, First, analysis meaning about theory of now design criteria, Second, look at vehicle running speed and traffic accident characteristics of Interchange diverging area, Third, propose new deceleration transition curve design method get along vehicle running speed characteristics of Interchange diverging area. new deceleration transition curve design method put out new outcoums, that is, I definite cause to safety new deceleration transition curve design method better than pressently, used design criteria of Interchange diverging area, especially, deceleration transition curve design criteria produced good result in the running speed 50km/h, 40km/h, that is inertia better than inertia of present used design criteria. and deceleration transition curve is extended better than present transition curve criteria, so that new deceleration transition curve design method safety is good better than the past method safety.
 
Ű¿öµå
ÀÎÅÍüÀÎÁö À¯ÃâºÎ;Â÷·® ÁÖÇàÆ¯¼º;±³Åë»ç°í;¼³°è±âÁØ;°¨¼Ó ¿ÏÈ­°î¼±;interchange diverging area;vehicle driving characteristics;traffic accident;design criteria;deceleration transition curve;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.10, no.3, 2008³â, pp.97-107
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200807653005887)
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¿