 | 2010 |
|---|
| 11 |       | Ida Bonzani:
Some theoretical reasonings on the use and abuse of empirical data for vehicular traffic modelling.
Mathematical and Computer Modelling 52(5-6): 715-723 (2010) |
| 2009 |
|---|
| 10 | | Ida Bonzani,
Lorenzo Mussone:
From the discrete kinetic theory of vehicular traffic flow to computing the velocity distribution at equilibrium.
Mathematical and Computer Modelling 49(3-4): 610-616 (2009) |
| 9 | | Ida Bonzani,
L. M. Gramani Cumin:
Critical analysis and perspectives on the hydrodynamic approach for the mathematical theory of vehicular traffic.
Mathematical and Computer Modelling 50(3-4): 526-541 (2009) |
| 8 | | Ida Bonzani,
Lorenzo Mussone:
On the derivation of the velocity and fundamental traffic flow diagram from the modelling of the vehicle-driver behaviors.
Mathematical and Computer Modelling 50(7-8): 1107-1112 (2009) |
| 2008 |
|---|
| 7 | | Ida Bonzani,
L. M. Gramani Cumin:
Modelling and simulations of multilane traffic flow by kinetic theory methods.
Computers & Mathematics with Applications 56(9): 2418-2428 (2008) |
| 2007 |
|---|
| 6 | | Ida Bonzani:
Hyperbolicity analysis of a class of dynamical systems modelling traffic flow.
Appl. Math. Lett. 20(8): 933-937 (2007) |
| 2006 |
|---|
| 5 | | Ida Bonzani,
Marco Ferrero,
Lorenzo Mussone:
On the velocity distribution at equilibrium in the mathematical theory of vehicular traffic flow.
Appl. Math. Lett. 19(9): 908-912 (2006) |
| 2005 |
|---|
| 4 | | Ida Bonzani,
Renato Lancellotta:
Some remarks on nonlinear consolidation models.
Appl. Math. Lett. 18(7): 811-815 (2005) |
| 3 | | M. Battaglio,
Ida Bonzani,
Domenico Campolo:
Nonlinear consolidation models of clay with time dependant drainage properties.
Mathematical and Computer Modelling 42(5-6): 613-620 (2005) |
| 2 | | Ida Bonzani,
Lorenzo Mussone,
P. N. Zucca:
From experiments to hydrodynamic traffic flow models: II - Sensitivity analysis.
Mathematical and Computer Modelling 42(9-10): 1145-1150 (2005) |
| 2004 |
|---|
| 1 | | Ida Bonzani,
Lorenzo Mussone:
Modeling the driver's behavior on second-order macroscopic models of vehicular traffic flow.
Mathematical and Computer Modelling 40(9-10): 1065-1073 (2004) |
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