| Dynamic user equilibrium based on a hydrodynamic model TL Friesz, K Han, PA Neto, A Meimand, T Yao Transportation Research Part B: Methodological 47, 102-126, 2013 | 109 | 2013 |
| Models for Vehicular Traffic on Networks M Garavello, K Han, B Piccoli American Institute of Mathematical Sciences (AIMS), Springfield, MO, 2016 | 98 | 2016 |
| Dynamic traffic assignment: A review of the methodological advances for environmentally sustainable road transportation applications Y Wang, WY Szeto, K Han, TL Friesz Transportation Research Part B: Methodological 111, 370-394, 2018 | 85 | 2018 |
| Existence of simultaneous route and departure choice dynamic user equilibrium K Han, TL Friesz, T Yao Transportation Research Part B 53, 17-30, 2013 | 82 | 2013 |
| A robust optimization approach for dynamic traffic signal control with emission considerations K Han, H Liu, VV Gayah, TL Friesz, T Yao Transportation Research Part C: Emerging Technologies 70, 3-26, 2016 | 79 | 2016 |
| Formulation, existence, and computation of boundedly rational dynamic user equilibrium with fixed or endogenous user tolerance K Han, WY Szeto, TL Friesz Transportation Research Part B: Methodological 79, 16-49, 2015 | 63 | 2015 |
| A partial differential equation formulation of Vickrey’s bottleneck model, part I: Methodology and theoretical analysis K Han, TL Friesz, T Yao Transportation Research Part B: Methodological 49, 55-74, 2013 | 62 | 2013 |
| On the Continuum Approximation of the On-and-off Signal Control on Dynamic Traffic Networks K Han, V Gayah, B Piccoli, TL Friesz, T Yao Transportation Research Part B: Methodological 61, 73-97, 2014 | 56 | 2014 |
| Continuous-time link-based kinematic wave model: formulation, solution existence, and well-posedness K Han, B Piccoli, WY Szeto Transportmetrica B: Transport Dynamics 4 (3), 187-222, 2016 | 55 | 2016 |
| A partial differential equation formulation of Vickrey’s bottleneck model, part II: Numerical analysis and computation K Han, TL Friesz, T Yao Transportation Research Part B: Methodological 49, 75-93, 2013 | 54 | 2013 |
| Second order models and traffic data from mobile sensors B Piccoli, K Han, T Friesz, T Yao, J Tang Transportation Research Part C: Emerging Technologies 52, 32-56, 2015 | 47 | 2015 |
| Optima and equilibria for a model of traffic flow A Bressan, K Han SIAM Journal on Mathematical Analysis 43 (5), 2384-2417, 2011 | 46 | 2011 |
| Data-driven linear decision rule approach for distributionally robust optimization of on-line signal control H Liu, K Han, V Gayah, T Friesz, T Yao Transportation Research Part C: Emerging Technologies 59, 260-277, 2015 | 40 | 2015 |
| Elastic demand dynamic network user equilibrium: Formulation, existence and computation K Han, TL Friesz, WY Szeto, H Liu Transportation Research Part B: Methodological 81, 183-209, 2015 | 39 | 2015 |
| Optimization of vehicle and pedestrian signals at isolated intersections C Yu, W Ma, K Han, X Yang Transportation Research Part B: Methodological 98, 135-153, 2017 | 32 | 2017 |
| Continuum signalized junction model for dynamic traffic networks: Offset, spillback, and multiple signal phases K Han, VV Gayah Transportation Research Part B: Methodological 77, 213-239, 2015 | 32 | 2015 |
| A bi-level model of dynamic traffic signal control with continuum approximation K Han, Y Sun, H Liu, TL Friesz, T Yao Transportation Research Part C: Emerging Technologies 55, 409-431, 2015 | 32 | 2015 |
| Existence of optima and equilibria for traffic flow on networks A Bressan, K Han Networks and Heterogenous Media 8 (3), 627-648, 2013 | 32 | 2013 |
| Robustness analysis of the European air traffic network KC Pien, K Han, W Shang, A Majumdar, W Ochieng Transportmetrica A: Transport Science 11 (9), 772-792, 2015 | 31 | 2015 |
| Nash equilibria for a model of traffic flow with several groups of drivers A Bressan, K Han ESAIM: Control, Optimization and Calculus of Variations 18 (4), 969-986, 2012 | 30 | 2012 |
Terry L. FrieszMarcus Chaired Professor of Industrial Engineering, Penn StateVerified email at psu.edu
