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Link i suffers from self-interference, i.e., I ii =1 for each link i.
f v i = c t v t link, i c n v n link, i T ∈ ℝ 2 (16).
Here link i is defined as the section between stations i − 1 and i, and link i includes station i.
where L i is the length of link i, and v ¯ i ( k ) is the average travel speed on link i in time interval k.
The two measures quantify the (i) potential adverse impact on system resilience from a disruption affecting link i, and (ii) potential positive impact on system resilience when link i cannot be disrupted, respectively.
M ij is the band-set on link (i,j) on the current path.
The maximum outflow of a road link i to its d th downstream link (i+1) d in time interval k, denoted by S i → ( i + 1 ) d, out ( k ), is defined as the maximum number of vehicles that can exit link i and enter link i+1 in this time interval.
where m i r, li represent the mass and the length of link i.
Assume that a channel capacity-achieving code is used for the transmission over Link i.
Similar(2)
For each pair of must-link (i, j), assign s i j = s j i = 1, For each pair of cannot-link (i, j), assign s i j = s j i = 0.
The geometrical relationship at the connecting joint of two adjacent links (link-i and link-i + 1) is illustrated in Fig. 8.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com