ȨÆÐŰÁö°ÁÂ[ÆÐŰÁö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí
[ÆÐŰÁö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí
[ÆÐŰÁö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí (40ÀÏ)
[ÆÐŰÁö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí
(158°³ Ä«Å×°í¸®, ÃÑ Àç»ý½Ã°£ 6½Ã°£ 00ºÐ 13ÃÊ)
¸ðµç °Á¸¦ °áÁ¦±â°£ µ¿¾È ÇнÀ ÇÒ ¼ö ÀÖ´Â ÆÐŰÁöÀÔ´Ï´Ù.
¡Ø 1ÀÏ´ç 20,000¿ø Ãß°¡·Î ¼ö°±â°£ ¿¬Àå °¡´É
1±³½Ã - 63ºÐ 22ÃÊ
1. ±³Åë·ùÀÌ·Ð(¹Ðµµ, Â÷µÎ½Ã°£, Â÷°£°£°Ý, ±³Åë·®, ¼Óµµ)
2. °æÁ¦¼º ºÐ¼®¹ý(NPV, B/C, IRR), ¼øÇöÀç°¡Ä¡ °è»ê
3. ÃÖ¼Ò°î¼±¹Ý°æ°ú Æí°æ»ç(Æí±¸¹è)
4. ÁÖÂ÷¼ö¿ä, ÁÖÂ÷´ë¼ö, P¿ä¼Ò¹ý, ÁÖÂ÷¿ø´ÜÀ§¹ý
5. À¥½ºÅÍ(Webster) ÃÖÀûÁÖ±â, ÀûÁ¤½ÅÈ£ÁÖ±â, ÁÖ±â»êÁ¤¹æ¹ý
6. Æ÷¾Æ¼Û(Possion) ºÐÆ÷
7. TSM(Transportation System Management) ±³Åëü°è°ü¸®
8. ÃÖ¼ÒÁ¤Áö½Ã°Å(Minimum Stop Sight Distance)
9. ·ÎÁþ(Logit)¸ðÇü£¼ö´Ü¼±ÅÃÈ®·ü, ¼ö´ÜºÐ´ã·ü
10. ÀûÁ¤ Ȳ»ö½Ã°£(Yellow Time)
11. ½ºÅ°µå¸¶Å©(Skid Mark)¿Í Ãʱâ¼Óµµ »êÃâ
12. ¼ºñ½º ±³Åë·®, ¼³°è½Ã°£±³Åë·®, ÁßÂ÷·® º¸Á¤°è¼ö °è»ê
13. ÇѰè»ç°íÀ², »ç°íÀ²(¹é¸¸ ´ë´ç, 1¾ï´ë Â÷·®´ç ±³Åë»ç°íÀ²)
14. È¿°úôµµ(MOE£»Measure Of Effectiveness)
15. ÀϹæÅëÇà Àå´ÜÁ¡, µµ½ÄÈ
2±³½Ã - 60ºÐ 16ÃÊ
16. ÷µÎ½Ã°£°è¼ö(PHF£»Peak Hour Factor)
17. ´ë±âÇà·ÄÀÌ·Ð
18. Ç¥º»¼ö(»ùÇüö) °è»ê°ú À¯ÀǼöÁØ °ËÁ¤
19. ÅëÇà½Ã°£ °è»ê(ÅëÇà·® ¹èºÐ, BPR ÇÔ¼ö), ÅëÇà½Ã°£°¡Ä¡
20. º¸Çà±³Åë·ùÀ²°ú ¼ºñ½º ¼öÁØ, ȯ½Â·Î ¼³°è
21. ±³Â÷·Î °³¼± ¹× Æò¸é±³Â÷·Î ¼³°è ±âº»¿øÄ¢
22. ÁöüÀÇ Á¾·ù¿Í Áöüµµ »êÃâ
23. ¼ö¿äź·Â¼º
24. ½ÅÈ£±³Â÷·Î
25. ÀÔü±³Â÷·Î(¿ÏÀüÀÔü, ºÒ¿ÏÀüÀÔü) ÀÎÅÍüÀÎÁö µµ½ÄÈ
26. Â÷·Î¼ö °è»ê, Â÷·Î¼ö »êÃâ
27. ½Ã°£Æò±Õ¼Óµµ(TMS£»Time Mean Speed) °ø°£Æò±Õ¼Óµµ(SMS£»Space Mean Speed)
28. ¿É¼Â(Offset)
29. 4´Ü°è ±³Åë¼ö¿ä ÃßÁ¤, ±³Åë¼ö¿ä¿¹Ãø
30. ±³ÅëÈ帧 °³¼±¹æ¹ý, °³¼±´ëÃ¥ ¼ö¸³, °³¼±È¿°ú °ËÁõ, ¼Óµµ°¨¼ÒÈ¿°ú °ËÁõ
31. ±³ÅëÁ¸(Traffic Zone)
32. °í¼Óµµ·ÎÀÇ ÀÌ»óÀûÀÎ Á¶°Ç, ¿¬¼Ó±³Åë·ùÀÇ ÀÌ»óÀûÀÎ Á¶°Ç, ±âº»±¸°£, À¯ÀԺΠ¿ë·®
33. Æ÷ÈÂ÷µÎ½Ã°£, Æ÷ȱ³Åë·®
34. µô·¹¸¶Á¸(Dilemma Zone)°ú ¿É¼ÇÁ¸(Option Zone)
35. Ãæ°ÝÆÄ ÀÌ·Ð(Shock Wave Theory)
3±³½Ã - 63ºÐ 10ÃÊ
36. ½ÅÈ£ ¿¬µ¿
37. ¿¬Æò±ÕÀϱ³Åë·® (AADT£»Annual Average Daily Traffic)
38. º¸ÇàÀÚ Áöü, º¸ÇàÀÚ ¼ö
39. ÀÌÇ×ºÐÆ÷(Binomial Distribution)
40. ¹ö½ºÁ¤Â÷½Ã°£, ¹ö½ºÁ¤·ùÀå¿ë·®
41. °¨ÀÀ½ÅÈ£Á¦¾î, ºÎ°¨ÀÀ½ÅÈ£Á¦¾î, µ¶¸³½ÅÈ£±³Â÷·Î Áֱ⠼³Á¤¹æ¹ý
42. ÀÚÀü°Åµµ·Î È¿°úôµµ(MOE), ¼ºñ½º¼öÁØ(LOS)
43. À¯È¿³ì»ö½Ã°£(Effective Green Time)
44. Æò¸é±³Â÷·Î »óÃæ, Æò¸é 4Áö ±³Â÷·ÎÀÇ µµ·ùÈ µµ½Ä, 3Áö ±³Â÷·ÎÀÇ µµ·ùÈ ¾È³»ÆÇ ¼³Ä¡
45. 2Â÷·Î µµ·Î
46. Æ÷ȵµ, ÀÓ°è / ºñ
47. ½ºÅ©¸°¶óÀÎ(Screen Line) Á¶»ç
48. ÅëÇà¹ß»ý¸ðÇü
49. Àå·¡ ODÇ¥ ÀÛ¼º, ÅëÇà·® ¿¹Ãø
50. µµ·ùÈ
51. ±³Åë¼¶ÀÇ ¼³Ä¡¸ñÀû
52. º¯¼ÓÂ÷·Î ±æÀÌ °è»ê
53. ±³ÅëÅëÁ¦¼³ºñ, ±³ÅëÅëÁ¦Á¶°Ç
54. ½Ã°øµµ(Time Space Diagram)
55. ÷´Ü±³Åëü°è (ITS£»Intelligent Transportation System)
56. ½Ã·Â
57. À̵¿Â÷·®Á¶»ç¹ý(Moving Vehicle Method), ÁÖÇàÂ÷·®Á¶»ç¹ý,À̵¿Â÷·®¹ý
58. ±³Åë½ÅÈ£±â(±³Åë½ÅÈ£µî) ¼³Ä¡ ÁذÅ
59. ±³Åë¼ö¿ä °ü¸®¹æ¾È (TDM£»Traffic Demand Management)
60. µµ·Î¾ÈÀü½Ã¼³, ¾ÈÀüÇ¥Áö Á¾·ù
61. ¹ö½ºÀü¿ëÂ÷·ÎÁ¦
62. ±³Â÷·Î ¼³°è
63. Ãæµ¹Á¡ ¼ö
64. K30
65. ¿À¸£¸·Â÷·Î
66. All£or£Nothing ÅëÇà¹èºÐ¹ýÀÇ Àå´ÜÁ¡
67. °³º°ÇàŸðÇüÀÇ Æ¯Â¡, ÀåÁ¡
68. À½Áö¼öºÐÆ÷(Negative Exponential Distribution)
4±³½Ã - 62ºÐ 07ÃÊ
69. ³ëÃø¸éÁ¢Á¶»ç
70. ȸÀü±³Â÷·Î(Roundabout)
71. ¼ÒºñÀÚ À׿©(Consumer¡¯s Surplus)
72. °¡º¯Â÷·ÎÁ¦
73. ºñ½ÅÈ£±³Â÷·Î
74. ÁÖÇà¼Óµµ¿Í V/C¿¡ µû¸¥ ±³Â÷·Î ¼ºñ½º ¼öÁØ
75. »çȸ±â¹Ý½Ã¼³ÀÇ ¹Î°£ÅõÀÚ¹æ½Ä(BTO, BOT, BOO, BLT)
76. ´ëÁß±³Åë ¿ä±ÝÁ¦µµ
77. ±³Åë°èȹ °úÁ¤, »óÀ§¸ñÇ¥
78. ±³Å뿵ÇâÆò°¡(ÏÁ ±³Å뿵ÇâºÐ¼®¡¤°³¼±´ëÃ¥)
79. ºê¶ó¿¡½ºÀÇ ¿ª¼³(Braess Paradox)
80. ½Ã¼³ÇѰè
81. ±æ¾î±ú
82. ¼ÓµµÀÇ Á¾·ù¿Í Á¤ÀÇ
83. ½ÅÈ£µî µîȼø¼
84. ¾ù°¥¸² ±¸°£ÀÇ V/N°ú VR
85. ´ÙÂ÷·Îµµ·Î
86. ¼±ÇࡤÈÄÇà ÁÂȸÀü
87. ¾ÕÁö¸£±â½Ã°Å
88. »ç¿ëÀÚ ±ÕÇü ÅëÇà¹èÁ¤±â¹ý, ÀÌ¿ëÀÚ ÃÖÀû»óÅ (User Equilibrium Assignment Model)
89. °£°Ý¼ö¶ôÀÌ·Ð(Gap Acceptance Theory) Àû¿ë °¡´É ½Ã¼³
90. Á߾Ӻи®´ë
91. ´ëÁß±³Åë ºÐ·ù¹æ¹ý, ´ëÁß±³Å뼺ñ½º ºÐ¼®
92. Áö¼Ó°¡´É ±³ÅëÁ¤Ã¥
93. Ŭ·Î¼ÒÀÌµå °î¼±ÀÇ ÀåÁ¡
5±³½Ã - 61ºÐ 16ÃÊ
94. ¿¬¼®È¸Àü¹Ý°æ, ¿¬¼® ¼³Ä¡ ÀÌÀ¯
95. ±³ÅëÁ¤¿ÂÈ(Traffic Calming)
96. ¼³°è¼Óµµº° Â÷·Î ÃÖ¼ÒÆø
97. ¼³°è±âÁØÀÚµ¿Â÷
98. Ãø´ë
99. ¹æÈ£Ã¥(¹æÈ£¿ïŸ¸®)ÀÇ ±â´É
100. ´ë°¢¼±È¾´Üº¸µµ(Scramble Crossing)
101. Àα¸ÃßÁ¤ÀÌ·Ð
102. ·¥ÇÁ¹ÌÅ͸µ(Ramp Metering)
103. ½ÅÈ£±â ¼³Ä¡ ½Ã Àå´ÜÁ¡
104. ¿äÀϺ¯µ¿°è¼ö
105. RTOR(Right Turn On Red)£ºÀû»ö ½ÅÈ£ ½Ã ¿ìȸÀü Çã¿ë
106. ÀÎÅÍüÀÎÁöÀÇ ¹èÄ¡
107. ½ÅÈ£±³Â÷·ÎÀÇ ¼ºñ½º ¼öÁØ °áÁ¤
108. ½ÅÈ£Á¦¾î ½Ã½ºÅÛ¿¡¼ ±âº»ÀûÀÎ ½ÅÈ£º¯¼ö
109. µµ·Î¿ë·®ÀÇ Á¤ÀÇ
110. µµ½Ã±³ÅëÆÐÅÏ
111. ÁÂȸÀü Â÷·Î, ÁÂȸÀüÂ÷·Î ¼³°è¿ä¼Ò
112. Â÷·Î¼ö ±ÕÇüÀÇ ±âº»¿øÄ¢
113. °ú¼Ó¹æÁöÅÎ(Speed Hump)
114. ±³ÅëÈ¥Àâ Æ¯º°°ü¸®±¸¿ª
115. ÀúÇ×
116. °¡±¸¹æ¹®Á¶»ç
117. ÅëÇà¹èºÐ
118. ±³Åë°üÁ¦½Ã¼³ Á¶°Ç
119. °í¼Óµµ·Î ¿ë·® ÃøÁ¤Àå¼Ò
120. ¿äÀϰè¼ö(DF£»Daily Factor)
121. À̵¿¼º°ú Á¢±Ù¼º
122. °øµ¿¹èÂ÷Á¦ À¯Çü
123. »óÃæ±³Åë·ù ÅëÁ¦¹æ¹ý
124. µµ½Ãöµµ ½Â°Àå À¯Çü°ú Ư¡
125. ±³ÅëÇ¥Áö¿¡ »ç¿ëµÇ´Â »ö»ó
126. ±³ÅëÀÇ 3E
127. ÅëÇà·®ÀÇ º¯È·® ¿¹Ãø
128. ±³Åë¾ÈÀüÁø´Ü
6±³½Ã - 50ºÐ 02ÃÊ
129. µÞ¸·ÈûÇö»ó(Spill Back)
130. Ç¥ÁöÆÇÀÇ Á¾·ù¿Í ¶æ
131. ±³Åë¾ÈÀüÇ¥ÁöÀÇ Á¾·ù¿Í Á¤ÀÇ
132. Á¤·ùÀ庰 ž½ÂÀοø¼ö(Á¼®, ÀÔ¼®)¿Í 1Àδç Á¡À¯°ø°£
133. ¹ö½ºÁ¤º¸½Ã½ºÅÛ¿¡¼ ¾òÀ» ¼ö ÀÖ´Â Á¤º¸
134. ADT¿Í AADTÀÇ Â÷ÀÌÁ¡
135. Â÷·Î, Â÷¼±, Â÷µµ
136. µµ·ÎÀÇ ±â´É
137. ³ë¸éÇ¥½ÃÀç·áÀÇ Á¾·ù
138. ¿ÏȰ(Easement Curve, Transition Curve)
139. Æ÷ȱ³Åë·ùÀ²(Saturation Flow Rate)
140. ¿©°´ÀÚµ¿Â÷Å͹̳ÎÀÇ ¼³°è ½Ã °í·Á»çÇ×
141. ¼±Çüȸ±Í½Ä
142. Á¤Áö½Ã°Å(Stopping Sight Distance)
143. °íÁ¤½Â°´(Captive Rider)°ú ¼±Åý°´(Choice Rider)
144. ÃÖ¼Ò(ÇÊ¿ä) Â÷·®±Ô¸ð(), ÃÖ¼Ò¹èÂ÷°£°Ý, ¹ö½º´ë¼ö, ÃÖ´ë½Â°´ ¼ö
145. ȹ°¼ö¼ÛÀÇ ÇÕ¸®È ¹æ¾È Áß È¿À²ÀûÀÎ º¹ÇÕÀϰý ¼ö¼Û¹æ¹ý
146. µµ·Î ´ë¾ÈÀÇ ºÐ¼® ½Ã »ç¿ëµÇ´Â ±³Åë°èȹÀÇ È¿°úôµµ
147. Áö¿ª¿¡¼ ¹ß»ýµÉ Â÷·®ÅëÇà·®°ú ÷µÎ½Ã 1½Ã°£ ±³Åë·®
148. ÃÑ ÁÖÇà°Å¸® »êÁ¤
149. Ãʱâ³ì»ö½Ã°£, ÃÖ¼Ò³ì»ö½Ã°£, ¿¬ÀåÇѰè, ÃÖ´ë³ì»ö½Ã°£
150. ÅäÁöÀÌ¿ë°ú ±³ÅëÀÇ ¼øÈ¯°ü°è
151. Àå±â±³Åë°èȹ°ú ´Ü±â±³Åë°èȹÀÇ Æ¯¼ººñ±³
152. ±³ÅëÁ¤º¸ÀÇ Á¾·ù
153. Ç¥º»ÃßÃâ¹æ¹ý
154. ºÎ°¡Â÷·Î
155. ½Ã°Å»ï°¢Çü
156. µµ·ÎÀÇ ±â´Éº° ºÐ·ù
157. ÀÚÀ²ÁÖÇàÀÚµ¿Â÷
158. Â÷·®ÃßÁ¾ÀÌ·Ð(Car£Following Theory)
°Á¸í : [ÆÐŰÁö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí (40ÀÏ) ¼ö°ÀÏ : 40ÀÏ ±¸¼º : 8°³°ú¸ñ ¼ö°·á : 500,000¿ø
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