<p>(a) Speed distribution in the Central Zone, obtained using a bin size of 0.1 cm<sup>2</sup> in <i>v</i><sup>2</sup>. Two visible behavioral components are seen in the plot, near-zero speed segments, marked by the tail descending from the zero speed bin, and finite speed segments, marked by the peak in the distribution at a non-zero, finite velocity (∼1.48 cm/s). A transition between these two segments can be estimated at about 0.75 cm/s. The first bin, which contains stops, is not shown in the figure. (b) Speed distribution in the Rim Zone, obtained using a bin size of 0.033 cm in <i>v.</i> Bins containing stops are not shown in the figure. Similar to the Central Zone distribution, this distribution has a peak at finite velocity (∼1.14 c...
<p><i>Center panel</i>: Distribution of gaze velocities in two dimensions. Level curves enclose 50% ...
<p>(<b>A</b>) The velocity field at <i>ρ</i> = 0.67. Length of arrows represents a local speed, also...
In order to determine the speed-flow relationship for a highway section, a number of parameters must...
<p>Bin size: 0.1 cm<sup>−1</sup>. Both distributions are peaked around κ = 0, which corresponds to m...
<p>Note the different scales on the plots. Bin sizes are: (a) 0.48 s, (b) 0.12 s, and (c) 0.55 s.</p
Modeling realistic driving behavior at signalized junctions is fundamental for many applications, fo...
<p>The fact that the normal (radial) velocity is concentrated near zero suggests that the Rim Zone m...
<p>This can also been interpreted as the “length of stay.” A bin size of 4 seconds has been used to ...
Observations of freeway traffic flow are usually quite scattered about an underlying curve when plot...
<p>(A) Local density maps for three representative replications with N = 30, 50 and 60 pedestrians....
<p>Speeds from the sides increase (I), plateau (II) and finally decrease (III) over time. These resu...
Vehicle velocity distributions are of utmost relevance for the efficiency, safety, and sustainabilit...
<p>Top row depicts results for , while bottom row features results for . Irrespective of , it can be...
<p>(<b>A</b>) Reaction time. (<b>B</b>) Peak velocity. (<b>C</b>) Movement distance. (<b>D</b>) Move...
<p>In both zones, the fly prefers to walk in the same direction after a stop as it was heading befor...
<p><i>Center panel</i>: Distribution of gaze velocities in two dimensions. Level curves enclose 50% ...
<p>(<b>A</b>) The velocity field at <i>ρ</i> = 0.67. Length of arrows represents a local speed, also...
In order to determine the speed-flow relationship for a highway section, a number of parameters must...
<p>Bin size: 0.1 cm<sup>−1</sup>. Both distributions are peaked around κ = 0, which corresponds to m...
<p>Note the different scales on the plots. Bin sizes are: (a) 0.48 s, (b) 0.12 s, and (c) 0.55 s.</p
Modeling realistic driving behavior at signalized junctions is fundamental for many applications, fo...
<p>The fact that the normal (radial) velocity is concentrated near zero suggests that the Rim Zone m...
<p>This can also been interpreted as the “length of stay.” A bin size of 4 seconds has been used to ...
Observations of freeway traffic flow are usually quite scattered about an underlying curve when plot...
<p>(A) Local density maps for three representative replications with N = 30, 50 and 60 pedestrians....
<p>Speeds from the sides increase (I), plateau (II) and finally decrease (III) over time. These resu...
Vehicle velocity distributions are of utmost relevance for the efficiency, safety, and sustainabilit...
<p>Top row depicts results for , while bottom row features results for . Irrespective of , it can be...
<p>(<b>A</b>) Reaction time. (<b>B</b>) Peak velocity. (<b>C</b>) Movement distance. (<b>D</b>) Move...
<p>In both zones, the fly prefers to walk in the same direction after a stop as it was heading befor...
<p><i>Center panel</i>: Distribution of gaze velocities in two dimensions. Level curves enclose 50% ...
<p>(<b>A</b>) The velocity field at <i>ρ</i> = 0.67. Length of arrows represents a local speed, also...
In order to determine the speed-flow relationship for a highway section, a number of parameters must...