FREEWAY TRAFFIC OSCILLATIONS: OBSERVATIONS AND PREDICTIONS
By M. Mauch, Michael J. Cassidy. 2002
202 citations recorded by the source corpus.
Subfields: Control and Systems Engineering, Safety, Risk, Reliability and Quality, Transportation
View Paper: https://www.semanticscholar.org/paper/b4aa93aec33fa8774334c90848532f875dcd32aa
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Control and Systems Engineering
- Jorge A. Laval
- Zuduo Zheng
- Ludovic Leclercq
- Soyoung Ahn
- Danjue Chen
- Carlos F. Daganzo
- W. Jin
- Nikolaos Geroliminis
In Safety, Risk, Reliability and Quality
- Jorge A. Laval
- Zuduo Zheng
- Ludovic Leclercq
- Soyoung Ahn
- Danjue Chen
- Carlos F. Daganzo
- W. Jin
- Terry L. Friesz
In Transportation
- Jorge A. Laval
- Ludovic Leclercq
- Zuduo Zheng
- Soyoung Ahn
- Danjue Chen
- Carlos F. Daganzo
- W. Jin
- Nikolaos Geroliminis
Citations in the corpus
- Lane-changing in traffic streams (2006, background): “, 2003) and empirical evidence (Mauch and Cassidy, 2002; Ahn, 2005; Cassidy and Rudjanakanoknad, 2005; Cassidy and Bertini, 1999), but a quantitative understanding of its impacts on traffic flow remains elusive.”
- A mechanism to describe the formation and propagation of stop-and-go waves in congested freeway traffic (2010, background): “This journal is © 2010 The Royal Society4519 di st an ce ( m ) di st an ce ( m ) di st an ce ( m ) tend to exhibit a regular period somewhere between 2 and 15 min (Mauch & Cassidy 2002; Ahn et al. 2004; Ahn 2005; Laval et al. 2009); see figure 1.”
- On the periodicity of traffic oscillations and capacity drop : the role of driver characteristics (2014, methodology): “derived from the Kinematic Wave (KW) model (Lighthill and Whitham, 1955; Richards, 1956)”
- Freeway traffic oscillations : microscopic analysis of formations and propagations using Wavelet Transform (2011, background): “These disturbances typically form near active freeway bottlenecks (Ahn & Cassidy, 2007) and propagate against traffic flow at relatively constant speeds of 10-20 km/hr without fanning out (Mauch & Cassidy, 2002; Ahn, 2005; Lu & Skabardonis, 2007; Schonhof & Helbing, 2007).”