Mathematical Models: Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics |
From inside the book
Results 1-3 of 77
Page 259
... 76-77 ) . A number of examples with traffic shocks are described ( Secs . 78-82 ) . These include the traffic pattern formed by a uniform flow of traffic being stopped by a red light and the effect of a 259 INTRODUCTION TO TRAFFIC FLOW.
... 76-77 ) . A number of examples with traffic shocks are described ( Secs . 78-82 ) . These include the traffic pattern formed by a uniform flow of traffic being stopped by a red light and the effect of a 259 INTRODUCTION TO TRAFFIC FLOW.
Page 265
... Measurements of traffic flow could have been taken over even shorter time intervals . However , if measurements were made on an extremely short interval of 265 Sec . 58 Traffic Flow and Traffic Density TRAFFIC FLOW AND TRAFFIC DENSITY.
... Measurements of traffic flow could have been taken over even shorter time intervals . However , if measurements were made on an extremely short interval of 265 Sec . 58 Traffic Flow and Traffic Density TRAFFIC FLOW AND TRAFFIC DENSITY.
Page 289
Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics Richard Haberman. In the work to follow u ( p ) is assumed to be obtained by any similiar ... flow 289 Sec . 63 Traffic Flow TRAFFIC FLOW.
Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics Richard Haberman. In the work to follow u ( p ) is assumed to be obtained by any similiar ... flow 289 Sec . 63 Traffic Flow TRAFFIC FLOW.
Contents
Mechanical Vibrations 1 | 3 |
NEWTONS LAW | 4 |
AS APPLIED TO A SPRINGMASS SYSTEM | 6 |
Copyright | |
80 other sections not shown
Other editions - View all
Mathematical Models: Mechanical Vibrations, Population Dynamics, and Traffic ... Richard Haberman No preview available - 1998 |
Common terms and phrases
amplitude applied approximation Assume calculated called cars characteristics conservation Consider constant continuous corresponding curve decreases density wave depends derived described determine differential equation discussed distance dx dt dx/dt energy equal equilibrium population equilibrium position equivalent example exercise expression Figure force formula friction function given growth rate hence highway illustrated increases indicate initial conditions integral intersect isoclines known length light limit linear manner mass mathematical model maximum measured method motion moving nonlinear number of cars observer obtained occurs oscillation partial differential equation pendulum period phase plane Pmax possible problem region result road satisfies shock Show shown in Fig simple sketched sketched in Fig slope solution solve species spring spring-mass system stable straight line Suppose tion traffic density traffic flow trajectories Umax unstable valid variables yields zero