Mathematical Models: Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics |
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Page 360
Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics Richard ... density on a semi - infinite ( x > 0 ) highway for which the density at the entrance x = = 0 is p ( 0 , 1 ) = { Ρι 0 < t < T ρο ...
Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics Richard ... density on a semi - infinite ( x > 0 ) highway for which the density at the entrance x = = 0 is p ( 0 , 1 ) = { Ρι 0 < t < T ρο ...
Page 370
... density is as sketched in Fig . 80-1 ( with Po 15 and P1 = 45 ) , where the ... initial traffic density is such that at t = 0 dq dp = Umax [ - 3 2 3+ ( x / L ) 2 ( a ) ... first forms at the smallest 370 Traffic Flow VALIDITY OF LINEARIZATION.
... density is as sketched in Fig . 80-1 ( with Po 15 and P1 = 45 ) , where the ... initial traffic density is such that at t = 0 dq dp = Umax [ - 3 2 3+ ( x / L ) 2 ( a ) ... first forms at the smallest 370 Traffic Flow VALIDITY OF LINEARIZATION.
Page 384
Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics Richard Haberman. 82.8 . ( a ) Assume that the initial density is such that the total flow ( moving at density po ) in the three - lane ...
Mechanical Vibrations, Population Dynamics, and Traffic Flow : an Introduction to Applied Mathematics Richard Haberman. 82.8 . ( a ) Assume that the initial density is such that the total flow ( moving at density po ) in the three - lane ...
Contents
NEWTONS | 6 |
OSCILLATION OF A SPRINGMASS SYSTEM | 12 |
QUALITATIVE AND QUANTITATIVE BEHAVIOR | 18 |
Copyright | |
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Mathematical Models: Mechanical Vibrations, Population Dynamics, and Traffic ... Richard Haberman No preview available - 1998 |
Common terms and phrases
amplitude of oscillation analyze approximation Assume birth c₁ calculation characteristics Consider constant coefficient corresponding d2x dt2 damping de/dt decreases delay depend derived determine difference equation discussed dx dt dx/dt energy integral equilibrium population equilibrium solution equivalent example exercise exponential Figure formula function growth rate Hint increases initial conditions initial value problem isoclines linearized stability analysis logistic equation mass mathematical model maximum method of characteristics motion moving N₁ Newton's nonlinear pendulum number of cars obtained occur ordinary differential equations oscillation P₁ partial differential equation period phase plane Pmax population growth potential energy r₁ result sharks shock Show shown in Fig simple harmonic motion Sketch the solution sketched in Fig slope solution curves solve species spring spring-mass system stable straight line Suppose Taylor series tion traffic flow trajectories Umax unstable equilibrium position variables vector x₁ yields zero