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Çѱ¹µµ·ÎÇÐȸ / v.2, no.4, 2000³â, pp.111-122
½Ãµµ·Î Æ÷Àå°ü¸®Ã¼°è(PMS) ±¸¼º¿ä¼Ò ÃÖÀûÈ­ ¿¬±¸ (¾È»ê½Ã Prototype PMS °³¹ß»ç·Ê)
( Optimization of Municipal Pavement Management System(PMS) Components (Development of a Prototype PMS for Ansan City) )
¹Ú»ó±Ô;¼­¿µÂù; ÇѾç´ëÇб³ ±³Åë°øÇаú;ÇѾç´ëÇб³ ±³Åë°øÇаú;
 
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¿ì¸®³ª¶ó µµ·ÎÁß PMS°¡ ±¸ÃàµÈ µµ·Î´Â ÇöÀç, °í¼Óµµ·Î¿Í ±¹µµ°¡ ÀÖ´Ù. ±×·¯³ª ¸¹Àº ½Ã(ã¼)¿¡¼­ µµ·ÎÀÇ È¿À²ÀûÀÎ °ü¸®¸¦ À§ÇØ ¿ä±¸µÇ´Â ½Ãµµ·Î PMS´Â ¾ÆÁ÷ ¾ø´Â ½ÇÁ¤ÀÌ´Ù. µû¶ó¼­, º» ³í¹®¿¡¼­´Â ½Ã´ÜÀ§¿¡ Àû¿ë°¡´ÉÇÑ Prototype PMS Àü»ê½Ã½ºÅÛÀ» °³¹ß Á¦½ÃÇÏ¿´´Ù. °³¹ßÇÑ PMS´Â ±âº»ÀûÀ¸·Î PC ¼öÁØ¿¡¼­ ¿î¿µ °¡´ÉÇϵµ·Ï ±¸¼ºÇÏ¿´À¸¸ç GIS ±â´ÉÀ» ÀÌ¿ëÇÏ¿© »ç¿ëÀÚ°¡ ½±°Ô Æ÷Àå»óųª À¯Áöº¸¼ö ÇöȲ ¹× °èȹÀ» ÀÌÇØÇÒ ¼ö ÀÖ°Ô ÇÏ¿´´Ù. º» PMSÀÇ ±â´É»ó ±¸¼ºÀº Å©°Ô Á¶È¸, ºÐ¼®, ÀÚ·á°ü¸®, Ãâ·Â ºÎºÐÀ¸·Î ±¸ÃàÇÏ¿´´Ù. ƯÈ÷, ºÐ¼®°úÁ¤ÀÇ ÁÖ³í¸®(º¸¼ö¿ì¼±¼øÀ§°áÁ¤, º¸¼ö°ø¹ý°áÁ¤)ºÎºÐÀº ÇÊ¿ä½Ã »ç¿ëÀÚ°¡ °¢ Ç׸ñÀÇ criteria °ªÀ» ¼öÁ¤ ÇÒ ¼ö ÀÖ°Ô ÇÏ¿© ½Ã½ºÅۿÀÌ °æÁ÷µÇÁö ¾Êµµ·Ï ¹è·ÁÇÏ¿´´Ù. PMS µ¥ÀÌÅͺ£À̽ºÀÇ Ç׸ñÀº ½Ãµµ·Î PMSÀÇ ±Ô¸ð ¹× ¸ñÀûÀ» °í·ÁÇÏ¿© ¼±Á¤ÇÏ¿´´Ù. ¶ÇÇÑ PMS¿¡¼­ »ç¿ëµÈ µµ·Î °ü¸®±æÀÌ ¹× À§Ä¡ ÁöÁ¤Ã¼°è´Â ³ë¼±À» ±âÁØÀ¸·Î ±âº» 100m±æÀÌÀÇ sectionÀ¸·Î ºÐÇÒ°ü¸®ÇÏ¿´À¸¸ç, À§Ä¡ ÁöÁ¤Ã¼°è ¹æ½ÄÀº reference points ¹æ½ÄÀ» ±âº»À¸·Î »ç¿ëÇÏ¿´´Ù.
PMS(Pavement Management System) has been developed and/or operated for the freeway and national highway systems in Korea. There is, however, no municipal PMS that is necessary in many cities for efficient management of their roadways. In this study, a municipal Prototype PMS is developed. The Prototype PMS is designed to be operated on PC base. It uses GIS interface for user friendliness that applies color graphics, text and distress pictures to display pavement conditions and rehabilitation information for both current and historical situations. The computer program of the prototype PMS consists of four major functions(inquiry, analysis, data management, and print). Especially, prioritization and M&R(Maintenance and Rehabilitation) alternative selection procedure is designed to be flexible so that the users can modify the decision criteria whenever it is necessary. Database items of the Prototype PMS is carefully selected for the objectives and size of municipal PMS. Reference point method is basically used for the location referencing in the Database. The unit section consists of each loom segment of the road for effective management.
 
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½Ã´ÜÀ§ PMS;PMS;GIS;municipal PMS;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.2, no.4, 2000³â, pp.111-122
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200015637534265)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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