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[ÆÐÅ°Áö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí
[ÆÐÅ°Áö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí (40ÀÏ)
[ÆÐÅ°Áö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí
(163°³ Ä«Å×°í¸®, ÃÑ Àç»ý½Ã°£ 6½Ã°£ 08ºÐ 10ÃÊ)
¸ðµç °Á¸¦ °áÁ¦±â°£ µ¿¾È ÇнÀ ÇÒ ¼ö ÀÖ´Â ÆÐÅ°ÁöÀÔ´Ï´Ù.
¡Ø 1ÀÏ´ç 20,000¿ø Ãß°¡·Î ¼ö°±â°£ ¿¬Àå °¡´É
1±³½Ã - 63ºÐ 47ÃÊ
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. ÃÖ¼ÒÁ¤Áö½Ã°Å(MSSD ; Minimum Stop Sight Distance)
7. Æ÷¾Æ¼Û(Possion) ºÐÆ÷
8. ·ÎÁþ(Logit)¸ðÇü£¼ö´Ü¼±ÅÃÈ®·ü, ¼ö´ÜºÐ´ã·ü
9. ÀûÁ¤ Ȳ»ö½Ã°£(Yellow Time)
10. TSM(Transportation System Management) ±³Åëü°è°ü¸®
11. ½ºÅ°µå¸¶Å©(Skid Mark)¿Í Ãʱâ¼Óµµ »êÃâ
12. ¼ºñ½º ±³Åë·®, ¼³°è½Ã°£±³Åë·®, ÁßÂ÷·® º¸Á¤°è¼ö °è»ê
13. ÇÑ°è»ç°íÀ², »ç°íÀ²(¹é¸¸ ´ë´ç, 1¾ï´ë Â÷·®´ç ±³Åë»ç°íÀ²)
14. È¿°úôµµ(MOE£»Measure Of Effectiveness)
15. Ç¥º»¼ö(»ùÇüö) °è»ê°ú À¯ÀǼöÁØ °ËÁ¤
2±³½Ã - 63ºÐ 55ÃÊ
16. ´ë±âÇà·ÄÀÌ·Ð
17. º¸Çà±³Åë·ùÀ²°ú ¼ºñ½º ¼öÁØ, ȯ½Â·Î ¼³°è
18. ÀϹæÅëÇà Àå´ÜÁ¡, µµ½ÄÈ
19. ÷µÎ½Ã°£°è¼ö(PHF£»Peak Hour Factor)
20. ÁöüÀÇ Á¾·ù¿Í Áöüµµ »êÃâ
21. ÅëÇà½Ã°£ °è»ê(ÅëÇà·® ¹èºÐ, BPR ÇÔ¼ö), ÅëÇà½Ã°£°¡Ä¡
22. Â÷·Î¼ö °è»ê, Â÷·Î¼ö »êÃâ
23. ½Ã°£Æò±Õ¼Óµµ(TMS£»Time Mean Speed) °ø°£Æò±Õ¼Óµµ(SMS£»Space Mean Speed)
24. ±³Â÷·Î °³¼± ¹× Æò¸é±³Â÷·Î ¼³°è ±âº»¿øÄ¢
25. ½ÅÈ£±³Â÷·Î
26. ÀÔü±³Â÷·Î(¿ÏÀüÀÔü, ºÒ¿ÏÀüÀÔü) ÀÎÅÍüÀÎÁö µµ½ÄÈ
27. ¿É¼Â(Offset)
28. ¼ö¿äź·Â¼º
29. 4´Ü°è ±³Åë¼ö¿ä ÃßÁ¤, ±³Åë¼ö¿ä¿¹Ãø
30. °í¼Óµµ·ÎÀÇ ÀÌ»óÀûÀÎ Á¶°Ç, ¿¬¼Ó±³Åë·ùÀÇ ÀÌ»óÀûÀÎ Á¶°Ç, ±âº»±¸°£, À¯ÀԺΠ¿ë·®
31. ±³ÅëÈ帧 °³¼±¹æ¹ý, °³¼±´ëÃ¥ ¼ö¸³, °³¼±È¿°ú °ËÁõ, ¼Óµµ°¨¼ÒÈ¿°ú °ËÁõ
32. ±³ÅëÁ¸(Traffic Zone)
33. Æ÷ÈÂ÷µÎ½Ã°£, Æ÷ȱ³Åë·®
34. Ãæ°ÝÆÄ ÀÌ·Ð(Shock Wave Theory)
35. ¹ö½ºÁ¤Â÷½Ã°£, ¹ö½ºÁ¤·ùÀå¿ë·®
36. Æ÷ȵµ, ÀÓ°è V/C ºñ
37. µô·¹¸¶Á¸(Dilemma Zone)°ú ¿É¼ÇÁ¸(Option Zone)
3±³½Ã - 66ºÐ 41ÃÊ
38. ½ÅÈ£ ¿¬µ¿
39. ÀÌÇ׺ÐÆ÷(Binomial Distribution)
40. Æò¸é±³Â÷·Î »óÃæ, Æò¸é 4Áö ±³Â÷·ÎÀÇ µµ·ùÈ µµ½Ä, 3Áö ±³Â÷·ÎÀÇ µµ·ùÈ ¾È³»ÆÇ ¼³Ä¡
41. ¿¬Æò±ÕÀϱ³Åë·® (AADT£»Annual Average Daily Traffic)
42. 2Â÷·Î µµ·Î
43. À¯È¿³ì»ö½Ã°£(Effective Green Time)
44. º¸ÇàÀÚ Áöü, º¸ÇàÀÚ ¼ö
45. ½ºÅ©¸°¶óÀÎ(Screen Line) Á¶»ç
46. °¨ÀÀ½ÅÈ£Á¦¾î, ºÎ°¨ÀÀ½ÅÈ£Á¦¾î, µ¶¸³½ÅÈ£±³Â÷·Î Áֱ⠼³Á¤¹æ¹ý
47. ÀÚÀü°Åµµ·Î È¿°úôµµ(MOE), ¼ºñ½º¼öÁØ(LOS)
48. Àå·¡ ODÇ¥ ÀÛ¼º, ÅëÇà·® ¿¹Ãø
49. ÅëÇà¹ß»ý¸ðÇü
50. ±³Å뼶ÀÇ ¼³Ä¡¸ñÀû
51. µµ·ùÈ
52. ½Ã°øµµ(Time Space Diagram)
53. ½Ã·Â
54. ÷´Ü±³Åëü°è (ITS£»Intelligent Transportation System)
55. À̵¿Â÷·®Á¶»ç¹ý(Moving Vehicle Method), ÁÖÇàÂ÷·®Á¶»ç¹ý, À̵¿Â÷·®¹ý
56. ¼ÒºñÀÚ À׿©(Consumer¡¯s Surplus)
57. º¯¼ÓÂ÷·Î ±æÀÌ °è»ê
58. ±³ÅëÅëÁ¦¼³ºñ, ±³ÅëÅëÁ¦Á¶°Ç
59. ±³Åë¼ö¿ä °ü¸®¹æ¾È (TDM£»Traffic Demand Management)
60. µµ·Î¾ÈÀü½Ã¼³, ¾ÈÀüÇ¥Áö Á¾·ù
61. À½Áö¼öºÐÆ÷(Negative Exponential Distribution)
62. ±³Åë½ÅÈ£±â(±³Åë½ÅÈ£µî) ¼³Ä¡ ÁØ°Å
63. ¹ö½ºÀü¿ëÂ÷·ÎÁ¦
64. ±³Â÷·Î ¼³°è
65. Ãæµ¹Á¡ ¼ö
66. K30
67. ¿À¸£¸·Â÷·Î
68. All£or£Nothing ÅëÇà¹èºÐ¹ýÀÇ Àå´ÜÁ¡
69. °³º°ÇàŸðÇüÀÇ Æ¯Â¡, ÀåÁ¡
70. ¼ÓµµÀÇ Á¾·ù¿Í Á¤ÀÇ
4±³½Ã - 63ºÐ 10ÃÊ
71. ¾ÕÁö¸£±â½Ã°Å
72. ´ëÁß±³Åë ¿ä±ÝÁ¦µµ
73. ³ëÃø¸éÁ¢Á¶»ç
74. ȸÀü±³Â÷·Î(Roundabout)
75. °¡º¯Â÷·ÎÁ¦
76. ºñ½ÅÈ£±³Â÷·Î
77. ÁÖÇà¼Óµµ¿Í V/C¿¡ µû¸¥ ±³Â÷·Î ¼ºñ½º ¼öÁØ
78. »çȸ±â¹Ý½Ã¼³ÀÇ ¹Î°£ÅõÀÚ¹æ½Ä(BTO, BOT, BOO, BLT)
79. ±³Å뿵ÇâÆò°¡(ÏÁ ±³Å뿵ÇâºÐ¼®¡¤°³¼±´ëÃ¥)
80. ¼±ÇࡤÈÄÇà ÁÂȸÀü
81. »ç¿ëÀÚ ±ÕÇü ÅëÇà¹èÁ¤±â¹ý, ÀÌ¿ëÀÚ ÃÖÀû»óÅ (User Equilibrium Assignment Model)
82. ÁÂȸÀü Â÷·Î, ÁÂȸÀüÂ÷·Î ¼³°è¿ä¼Ò
83. Ç¥º»ÃßÃâ¹æ¹ý
84. ±³Åë°èȹ °úÁ¤, »óÀ§¸ñÇ¥
85. ºê¶ó¿¡½ºÀÇ ¿ª¼³(Braess Paradox)
86. ½Ã¼³ÇÑ°è
87. ±æ¾î±ú
88. ½ÅÈ£µî µîȼø¼
89. ¾ù°¥¸² ±¸°£ÀÇ V/N°ú VR
90. ´ÙÂ÷·Îµµ·Î
91. ¼³°è¼Óµµº° Â÷·Î ÃÖ¼ÒÆø
92. ±³ÅëÁ¤¿ÂÈ(Traffic Calming)
93. ¹æȣå(¹æÈ£¿ïŸ¸®)ÀÇ ±â´É
94. ·¥ÇÁ¹ÌÅ͸µ(Ramp Metering)
95. ¼±Çüȸ±Í½Ä
5±³½Ã - 56ºÐ 15ÃÊ
96. °£°Ý¼ö¶ôÀÌ·Ð(Gap Acceptance Theory) Àû¿ë °¡´É ½Ã¼³
97. Á߾Ӻи®´ë
98. ´ëÁß±³Åë ºÐ·ù¹æ¹ý, ´ëÁß±³Å뼺ñ½º ºÐ¼®
99. Áö¼Ó°¡´É ±³ÅëÁ¤Ã¥
100. Ŭ·Î¼ÒÀÌµå °î¼±ÀÇ ÀåÁ¡
101. ¿¬¼®È¸Àü¹Ý°æ, ¿¬¼® ¼³Ä¡ ÀÌÀ¯
102. ¼³°è±âÁØÀÚµ¿Â÷
103. Ãø´ë
104. ´ë°¢¼±È¾´Üº¸µµ(Scramble Crossing)
105. Àα¸ÃßÁ¤ÀÌ·Ð
106. ½ÅÈ£±â ¼³Ä¡ ½Ã Àå´ÜÁ¡
107. ¿äÀϺ¯µ¿°è¼ö
108. RTOR(Right Turn On Red)£ºÀû»ö ½ÅÈ£ ½Ã ¿ìȸÀü Çã¿ë
109. ÀÎÅÍüÀÎÁöÀÇ ¹èÄ¡
110. ½ÅÈ£±³Â÷·ÎÀÇ ¼ºñ½º ¼öÁØ °áÁ¤
111. ½ÅÈ£Á¦¾î ½Ã½ºÅÛ¿¡¼ ±âº»ÀûÀÎ ½ÅÈ£º¯¼ö
112. µµ·Î¿ë·®ÀÇ Á¤ÀÇ
113. µµ½Ã±³ÅëÆÐÅÏ
114. À̵¿¼º°ú Á¢±Ù¼º
115. Àå±â±³Åë°èȹ°ú ´Ü±â±³Åë°èȹÀÇ Æ¯¼ººñ±³
116. Â÷·Î¼ö ±ÕÇüÀÇ ±âº»¿øÄ¢
117. µµ·ÎÀÇ ±â´Éº° ºÐ·ù
118. ÀÚÀ²ÁÖÇàÀÚµ¿Â÷
119. °ú¼Ó¹æÁöÅÎ(Speed Hump)
120. ±³ÅëÈ¥Àâ Ưº°°ü¸®±¸¿ª
121. ÀúÇ×
122. °¡±¸¹æ¹®Á¶»ç
123. ÅëÇà¹èºÐ
124. ±³Åë°üÁ¦½Ã¼³ Á¶°Ç
125. °í¼Óµµ·Î ¿ë·® ÃøÁ¤Àå¼Ò
126. ¿äÀÏ°è¼ö(DF£»Daily Factor)
127. °øµ¿¹èÂ÷Á¦ À¯Çü
6±³½Ã - 54ºÐ 22ÃÊ
128. »óÃæ±³Åë·ù ÅëÁ¦¹æ¹ý
129. µµ½Ãöµµ ½Â°Àå À¯Çü°ú Ư¡
130. ±³ÅëÇ¥Áö¿¡ »ç¿ëµÇ´Â »ö»ó
131. ±³ÅëÀÇ 3E
132. ÅëÇà·®ÀÇ º¯È·® ¿¹Ãø
133. ±³Åë¾ÈÀüÁø´Ü
134. µÞ¸·ÈûÇö»ó(Spill Back)
135. Ç¥ÁöÆÇÀÇ Á¾·ù¿Í ¶æ
136. ±³Åë¾ÈÀüÇ¥ÁöÀÇ Á¾·ù¿Í Á¤ÀÇ
137. Á¤·ùÀ庰 ž½ÂÀοø¼ö(Á¼®, ÀÔ¼®)¿Í 1Àδç Á¡À¯°ø°£
138. ¹ö½ºÁ¤º¸½Ã½ºÅÛ¿¡¼ ¾òÀ» ¼ö ÀÖ´Â Á¤º¸
139. ADT¿Í AADTÀÇ Â÷ÀÌÁ¡
140. Â÷·Î, Â÷¼±, Â÷µµ
141. µµ·ÎÀÇ ±â´É
142. ³ë¸éÇ¥½ÃÀç·áÀÇ Á¾·ù
143. ¿ÏÈ°î¼±(Easement Curve, Transition Curve)
144. Æ÷ȱ³Åë·ùÀ²(Saturation Flow Rate)
145. ¿©°´ÀÚµ¿Â÷Å͹̳ÎÀÇ ¼³°è ½Ã °í·Á»çÇ×
146. Á¤Áö½Ã°Å(Stopping Sight Distance)
147. °íÁ¤½Â°´(Captive Rider)°ú ¼±Åý°´(Choice Rider)
148. ÃÖ¼Ò(ÇÊ¿ä) Â÷·®±Ô¸ð(n), ÃÖ¼Ò¹èÂ÷°£°Ý, ¹ö½º´ë¼ö, ÃÖ´ë½Â°´ ¼ö
149. ȹ°¼ö¼ÛÀÇ ÇÕ¸®È ¹æ¾È Áß È¿À²ÀûÀÎ º¹ÇÕÀÏ°ý ¼ö¼Û¹æ¹ý
150. µµ·Î ´ë¾ÈÀÇ ºÐ¼® ½Ã »ç¿ëµÇ´Â ±³Åë°èȹÀÇ È¿°úôµµ
151. Áö¿ª¿¡¼ ¹ß»ýµÉ Â÷·®ÅëÇà·®°ú ÷µÎ½Ã 1½Ã°£ ±³Åë·®
152. ÃÑ ÁÖÇà°Å¸® »êÁ¤
153. Ãʱâ³ì»ö½Ã°£, ÃÖ¼Ò³ì»ö½Ã°£, ¿¬ÀåÇÑ°è, ÃÖ´ë³ì»ö½Ã°£
154. ÅäÁöÀÌ¿ë°ú ±³ÅëÀÇ ¼øȯ°ü°è
155. ±³ÅëÁ¤º¸ÀÇ Á¾·ù
156. ºÎ°¡Â÷·Î
157. ½Ã°Å»ï°¢Çü
158. Â÷·®ÃßÁ¾ÀÌ·Ð(Car£Following Theory)
159. ÁÖÂ÷¹æ½Ä£ÆòÇàÁÖÂ÷, °¢µµÁÖÂ÷
160. °í¼Óµµ·Î ¿¬°áºÎ À¯ÃâÀԺθ¦ ÀÏ°üµÈ ¸ð¾çÀ¸·Î ¼³Ä¡ÇÒ ½Ã ÀåÁ¡
161. Áöü¸ðÇü - ½ÅÈ£±³Â÷·Î
162. ½ÇÁúÀû Àü¿ë Á¤ý¿ìȸÀü ¿©ºÎ °ËÅä
163. µµ½ÃÁ¶»ç ÀÚ·á¿ø¿¡ ´ëÇÑ Á¢±Ù¿¡ µû¸¥ ±¸ºÐ
°Á¸í : [ÆÐÅ°Áö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí (40ÀÏ) ¼ö°ÀÏ : 40ÀÏ ±¸¼º : 8°³°ú¸ñ ¼ö°·á : 500,000¿ø
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