1.2.1 ----Shuttle-Loop Transit (SLT)
1.2.2 ----Group Rapid Transit (GRT)
1.2.3 ----Personal Rapid Transit (PRT)
1.2.4---- Hybrid PRT/GRT Service
1.7.1 ----Passenger Security
1.7.2---- System Security
2.2.1---- Underground Emplacement
2.2.2-----Ground-level Emplacement
2.2.3---- Elevated Guideways - Aesthetics
3.1.1---- The Single-Platform Station on a Simple Siding
3.1.2---- Single-Platform Station on a Siding with Two Entrances
3.1.3---- Two-Platform Stations
3.1.4---- The Moving-Belt Station
3.1.5---- Docking Stations
3.2.1----Some Preliminaries
3.2.2 ---Operational Strategies
3.2.3 ---Operation During the Morning Rush Hours
3.2.4 ---Operation During the Evening Rush Hours
3.2.5----Performance Summary
4.4.1----General Description of Quasi-Synchronous Control
4.4.2----Quasi-Synchronous Intersection Control
4.6.1----Centralization versus Decentralization
4.6.2----Reservations
4.6.3----Wait-to-Merge versus Wave-on
4.6.4----Sequencing of Vehicles at a Merge or Intersection
4.6.5----Car Follower versus Point Follower
4.6.6----Control of Switching
4.6.7----Measurement and Longitudinal Control
4.6.8----Discrete versus Continuous Positions - Synchronization
5.6.1----Definition of the Dispatching Problem
5.6.2----The Basic Feasible Solution (Program FEAS)
5.6.3----Optimizing the Dispatching Orders and Balancing the Traffic (Program BALE)
6.2.1----Response Strategy
6.2.2----Response Kinematics
6.3.1----Response Strategy
6.3.2----Response Kinematics
6.4.1----Response Strategy
6.4.2----Response Kinematics
6.5.1----Inability to Command Intersection or Merge Maneuvers for a Single Vehicle
6.5.2----Inability to Command Any Maneuvers at Intersection or Merge
6.5.3----Inability to Command a Vehicle to Decelerate
6.5.4----Inability to Command a Vehicle to Accelerate
6.6.1----Failure of Local Computers
6.6.2----Failure of Central Computer
6.6.3----Switch Failure
6.7.1----Crash Survivability Concepts and Criteria
6.7.2----In-Line Collisions
6.7.3----Merge Collisions
6.8.1----Small Objects
6.8.2----Large Objects
7.6.1----Static and Dynamic Design Criteria
7.6.2----Guideway Surface Irregularities
7.6.3----Intersection Structures
7.6.4----Guideway Aesthetics
7.6.5----Protection from Snow and Ice
7.6.6----Protection from Snow and Lightning
7.6.7----Electrification Considerations
7.7.1----Vehicle Storage and Cleaning Facility
7.7.2----Vehicle Maintenance Facility
8.5.1----Reliability and Failure Rate
8.5.2----Redundancy
8.5.3----Application to the PRT Vehicle
9.2.1----Guideway Costs
9.2.2----Vehicle Costs
9.2.3----Station Costs
9.2.4----Computers and Facilities Costs
9.2.5----Power Distribution System Costs
9.2.6----Baseline System Capital Cost Summary
9.2.7----Parametric Capital Cost Model
9.2.8----Comparison With Other System Costs
9.3.1----Operating Cost Elements and Operating Cost Summary for Baseline System
9.3.2----Parametric Summary of Operating Cost
10.1.1----Independent Mode Demand versus Modal-Split Analysis
10.1.2----The Regression Approach to Modal-Split Analysis
10.1.3----Simulation Approach to Modal-Split Analysis
10.1.4----Benefits of the Simulation Approach to Modal-Split Analysis
10.1.5----Data Requirements for the Simulation Approach
10.1.6----Calibration and Preference Factor Determination
10.1.7----Model Overview
10.2.1----Motivation and Scope
10.2.2----Characteristics of the Modal-Split Model and Input Data
10.2.3----Initial PRT Configuration
10.2.4----Intermediate PRT Configuration
10.2.5----Final Network Configuration
10.3.1----Motivation and New Capabilities
10.3.2----Description of the Presimulation Model
10.3.3----Description of the Modal-Split Program Inputs
10.3.4----Description of the Modal-Split Program Operations
10.3.5----MDS Program Outputs
10.3.6----Iterating with the Demand-Estimation Package
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Last modified: September 13, 2002