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[ÆÐÅ°Áö] ±³Åë±â»ç ½Ç±âÀÌ·ÐÆí (20ÀÏ)



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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÷È­±³Åë·®

34. Ãæ°ÝÆÄ ÀÌ·Ð(Shock Wave Theory)

35. ¹ö½ºÁ¤Â÷½Ã°£, ¹ö½ºÁ¤·ùÀå¿ë·®

36. Æ÷È­µµ, 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 µîÈ­¼ø¼­

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±³Åë¼­ºñ½º 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÷È­±³Åë·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. È­¹°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

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