Transport Research International Documentation (TRID) https://trid.trb.org/ en-us Copyright © 2024. National Academy of Sciences. All rights reserved. http://blogs.law.harvard.edu/tech/rss tris-trb@nas.edu (Bill McLeod) tris-trb@nas.edu (Bill McLeod) Transport Research International Documentation (TRID) https://trid.trb.org/Images/PageHeader-wTitle.jpg https://trid.trb.org/ Breaking the Vehicular Wireless Communications Barriers: Vertical Handover Techniques for Heterogeneous Networks https://trid.trb.org/View/1378006 Thu, 26 May 2016 14:50:42 GMT https://trid.trb.org/View/1378006 Pedestrian Accommodation in Intersection Signal System: Rule-Based Dynamic Pedestrian Control Strategy https://trid.trb.org/View/1287818 Fri, 21 Feb 2014 15:18:42 GMT https://trid.trb.org/View/1287818 MOVEMENT OF VEHICLES FROM A STATIONARY QUEUE https://trid.trb.org/View/117097 Fri, 13 Aug 2004 18:56:14 GMT https://trid.trb.org/View/117097 ANALYZING VEHICULAR DELAY AT INTERSECTIONS THROUGH SIMULATION https://trid.trb.org/View/117047 Fri, 13 Aug 2004 18:56:02 GMT https://trid.trb.org/View/117047 MANUAL OF PROCEDURES FOR MEASUREMENT OF QUALITY OF HIGHWAY TRAFFIC FLOW https://trid.trb.org/View/115195 Fri, 13 Aug 2004 18:46:57 GMT https://trid.trb.org/View/115195 CHANNELIZATION OF VEHICLE TRAFFIC https://trid.trb.org/View/113847 Fri, 13 Aug 2004 18:13:10 GMT https://trid.trb.org/View/113847 REPLY TO "COMMENT ON CELLULAR AUTOMATA MODEL SIMULATING TRAFFIC INTERACTIONS BETWEEN ON-RAMP AND MAIN ROAD https://trid.trb.org/View/664130 1 is due to the rule in the case of t/sub a/=t/sub b/ and the rule that 2 cars can occupy the same site successively in 1 time step. It is further argued that existence of the stable limit cycles in region IV is the property of the deterministic on-ramp system, and is not the cause of the formation of region IV.]]> Wed, 17 Sep 2003 00:00:00 GMT https://trid.trb.org/View/664130 COMMENT ON "CELLULAR AUTOMATA MODEL SIMULATING TRAFFIC INTERSECTIONS BETWEEN ON-RAMP AND MAIN ROAD" https://trid.trb.org/View/664131 1, while only 2 regions are present in the case of v/sub max/=1. This commentary points out that the characteristics of the phase diagram are totally dictated by the prescribed asymmetric rule of the on ramp. In the congested phase (region IV), the configurations evolve as stable limit cycles, and are independent of v/sub max/. The saturated currents can be obtained analytically.]]> Wed, 17 Sep 2003 00:00:00 GMT https://trid.trb.org/View/664131 LOW DENSITY TRAFFIC STREAMS https://trid.trb.org/View/120003 Thu, 07 Aug 2003 00:00:00 GMT https://trid.trb.org/View/120003 A REPORT ON THE USER'S MANUAL FOR PROGRESSION ANALYSIS AND SIGNAL SYSTEM EVALUATION ROUTINE--PASSER II https://trid.trb.org/View/24167 Tue, 15 Jul 2003 00:00:00 GMT https://trid.trb.org/View/24167 SOME EXPERIMENTS AND APPLICATIONS https://trid.trb.org/View/116107 Fri, 17 Aug 2001 00:00:00 GMT https://trid.trb.org/View/116107 THE CARE AND HANDLING OF PEDESTRIANS https://trid.trb.org/View/113313 Fri, 14 Oct 1994 00:00:00 GMT https://trid.trb.org/View/113313 EFFECT OF FREEWAY MEDIANS ON TRAFFIC BEHAVIOR https://trid.trb.org/View/93724 Fri, 19 Aug 1994 00:00:00 GMT https://trid.trb.org/View/93724 TRAFFIC BEHAVIOR AND ON-RAMP DESIGN https://trid.trb.org/View/116650 Fri, 19 Aug 1994 00:00:00 GMT https://trid.trb.org/View/116650 NEW TRANSPORTATION TECHNOLOGY https://trid.trb.org/View/130626 Tue, 12 Jul 1994 00:00:00 GMT https://trid.trb.org/View/130626