2012
DOI: 10.1016/s1570-6672(11)60187-6
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Capacity Deterioration with Elastic Demand in Road Segment

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Cited by 2 publications
(3 citation statements)
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“…The generalized travel time includes the ideal travel time, the travel time increment caused by road impedance, and the travel time increment based on CVaR at a certain confidence level. The travel time increment caused by road impedance is shown in Equation (10), and the constraints are shown in Equations ( 11)- (18).…”
Section: Model Establishmentmentioning
confidence: 99%
See 1 more Smart Citation
“…The generalized travel time includes the ideal travel time, the travel time increment caused by road impedance, and the travel time increment based on CVaR at a certain confidence level. The travel time increment caused by road impedance is shown in Equation (10), and the constraints are shown in Equations ( 11)- (18).…”
Section: Model Establishmentmentioning
confidence: 99%
“…Previous researchers have carried out the risk control of network cascading failure from the perspectives of changing the topology [2][3][4], improving the performance of nodes and edges [5][6][7], and conducting load redistribution [8][9][10]. However, in multimodal transport networks, the strategies of changing network topology or node attributes are timeconsuming, costly, and poorly viable.…”
Section: Introductionmentioning
confidence: 99%
“…Road toughness refers to the ability of a road section to accept disaster damage after an earthquake [8]. When the road section suffers from earthquake disaster, there will be a variety of damage affecting the traffic capacity, and these different damage forms jointly affect the repair time for the road section [9]. The toughness evaluation of the road section can evaluate the difficulty and time of recovery of the road section according to the influence degree of different disaster-causing factors, so as to provide a rescue basis for the emergency personnel after the earthquake [10].…”
Section: Introductionmentioning
confidence: 99%