期刊論文1. | Allsop, R. E.(1972)。Estimating the Traffic Capacity of a Signalized Road Junction。Transportation Research,6。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
2. | TRB(1980)。Interim Materials on Highway Capacity。Transportation Research Circular,212。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
3. | Messer, Carroll J.、Fambro, Daniel B.(1978)。Critical Lane Analysis for Intersection Design。Transportation Research Record,644,26-35。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
4. | 胡美璜(1979)。臺灣地區公路建設之整體發展計劃構想芻議。臺灣公路工程,6(3)。 延伸查詢![new window](/gs32/images/newin.png) |
5. | Flaxman, M.(1980)。Low-Cost Application of Queueing Theory to Junction Analysis and Design Using JUDY。TEC,1980(Mar.)。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
6. | Branston, David(1978)。The Estimation of Saturation Flow, Effective Green Time and Passenger Car Equivalents at Traffic Signals by Multiple Linear Regression。Trasp. Res.,12。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
7. | Rioux, Thomas W.、Lee, Clyde E.(1977)。Microscopic Traffic Simulation Package for Isolated Intersection。TRR,644。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
8. | Fambro, Daniel B.、Messer, Carroll J.、Anderson, Donald A.(1977)。Estimation of Ulnprotected Left-turn Capacity at Signalized Intersection。TRR,644。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
9. | Johnson, Ronald R.(1973)。Investigation to Determine the Capacity of Protected Left-turn Movements。HRR,453。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
10. | Werner, Al、Morrall, John F.。Passenger Car Equivalencies of Trucks, Buses and Recreational Vehicles for Two-Lane Rural Highways。TRR,615。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
11. | Sosin, Janusz A.(1980)。Delays at Intersections Controlled by Fixed-Cycle Traffic Signals。TEC,1980(Aug/Sep.)。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
12. | Peterso, B. E.、Hansson, Arne、Band, Karl-Lennart(1978)。Swedish Capacity Manual, National Swedish Road Administration。TRR,667。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
13. | Capelle, D. G.、Pinnell, L. F.(1961)。Capacity Study of Signalized Diamond Inter changes。Highway Research Board Bull,291。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
14. | Reilly, Engene F.、Seifert, Joseph(1970)。Capacity of Signalized Intersections。HRR,321,1-15。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
15. | Beilis, W. R.(1960)。Capacity of Traffic Signals and Traffic Signal Timing。HRR Bull,271。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
16. | Kell, T.(1962)。Analysis Vehicular Delay at Intersections Through Simulations。HRB Bull,356。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
17. | Branston, David(1979)。Some Factors Affecting the Capacity of Signalized Intersection。TEC,1979(Aug/Sep.)。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
18. | TRB(1974)。Intersection Capacity Workshop Notes。TRB Circular,161。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
19. | Trout, Raymond, S.、Loutizenheiser, Roy C.(1977)。Comparison of Methods to Determine Intersection Service Level。TRR,615。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
20. | Michalopoulas, P. G.、O'Connor T.、Novow, S. W.(1978)。Estimation of Left-turn Saturation Flows。TRR,667。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
21. | Steuart, Gerald N.(1978)。The Effect of Small cars on the Capacity of Signalized Urban Intersections。Traspn. Science,12(3)。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
22. | Bartle, R. M.、Skoro, V.、Gerlough, D. L.(1956)。Starting Delay and Time Spacing of Vehicles Entering Signalized Intersections。HRB Bull,112。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
23. | Chang, Y. B.、Berry, Donald S.(1969)。Examination of Consistency in Signalized Intersection Capacity Charts of the Highway Capacity Manual。HRB,289。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
24. | Yagar, Sam。Capacity of A Signalized Road Junction Critique And Extensions。Trasp. Res.,8。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
圖書1. | Berry, D. S.(1973)。Headway Approach to Intersection Capacity。Kansas City Highway Research Board。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
2. | Bauer, C. S.(1975)。Some Energy Considerations In Traffic Signal Timing。Traffic Engineering。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
3. | Hwang, T. L.、Wang, C. F.(1974)。A Study on Flow Characteristics of Mixed Pattern Traffic。Taipei:臺大土研所。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
4. | 陳武正(1980)。拓大改善臺北市南北及東西幹道交通計劃實施前後交通流特性分析研究。交大運管系。 延伸查詢![new window](/gs32/images/newin.png) |
5. | 成大交管研究所(1981)。高雄近郊交通改善計劃研究。 延伸查詢![new window](/gs32/images/newin.png) |
6. | 交通部運輸計劃委員會(1977)。臺北地區大眾運輸系統現況分祈及改進。 延伸查詢![new window](/gs32/images/newin.png) |
7. | 交通部運輸計劃委員會(1981)。高雄市區主要道路交叉口轉向交通量調查與分析。 延伸查詢![new window](/gs32/images/newin.png) |
8. | 交大運研所(1981)。基隆市交通運輸系統規劃及開發優先順序之研究。 延伸查詢![new window](/gs32/images/newin.png) |
9. | Australian Road Research Board(1978)。Signalized Intersection: Capacity Guide。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
10. | Bureau of Public Roads(1950)。Highway Capacity Manual-1950。ARB。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
11. | (1966)。Highway Capacity Manual-1965。Washington, D. C.。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
12. | Australian Road Research Board(1968)。Australian Road Capacity Giude, Provisional Introduction and Signalized Intersections。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
13. | Chang, Choi-Juch Dr.(1977)。The Application of Queueing Models in Signalized Intersection Delay。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
14. | Lin, Feng-Bor、Nadra, Theodore T.(1981)。Estimation of Left-turn Traffic Parameters。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |
15. | Lee, Joe(1978)。Final Report, Developing Left-turn Lane Guide Lines For Priority Intersections In the State of Kansas。Kansas DOT。 ![](/gs32/thssjcncl/image/nclsfx.gif) ![new window](/gs32/images/newin.png) |