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| : saturation headway under ideal condition (s); |
| weight coefficients of utility function of the logit model; |
| utility function of pedestrian/vehicle; |
| principal component affecting pedestrian’s (vehicle’s) decision-making; |
| standardized variables affecting pedestrian’s (vehicle’s) decision-making; |
| probability of pedestrian’s (vehicle’s) choosing to cross () or not () at crosswalk cro; |
| average speed of traffic flow in the exclusive right-turn lane (km/h); |
| distance between vehicle and pedestrian (m); |
| payoff function; |
| security payoff of pedestrian or vehicle under situation ; |
| time payoff of pedestrian or vehicle under situation ; |
| the speed of pedestrian (vehicle) crossing the exclusive right-turn lane under situation ; |
| the time of pedestrian (vehicle) crossing the exclusive right-turn lane under situation ; |
| pedestrian’s decision-making payoff without the influence of vehicles; |
| vehicle’s decision-making payoff without the influence of pedestrians; |
| pedestrian’s (vehicle’s) decision-making payoff under the influence of vehicles (pedestrians); |
| probability of pedestrian (vehicle) choosing to cross or not in pedestrian-vehicle interaction evolutionary stage; |
| weight coefficients of payoff function; |
| exclusive right-turn lane capacity (veh/h); |
| the probability of different pedestrian-vehicle interaction situations; |
| (s); |
| the total time for pedestrians to cross the crosswalk cl in each cycle (s); |
| the total time for pedestrians to cross the crosswalk f in each cycle (s); |
| the total time for pedestrians to cross the crosswalks f and cl simultaneously in each cycle (s); |
| exclusive right-turn lane capacity under the influence of crosswalk cl or f (veh/h); |
| exclusive right-turn lane capacity without the influence of pedestrians (veh/h); |
| bidirectional pedestrian influence coefficients at crosswalk f or cl; |
| : average number of pedestrians per pedestrian cluster (ped); |
| capacity model coefficients at crosswalk f or cl (change with the number of pedestrians); |
| overlapping coefficients of bidirectional pedestrian-vehicle interaction; |
| the crossing time of pedestrians accumulated during red time in two different directions (1 or 2) and crosswalks (f or cl) under situation 1 (s); |
| the crossing time of pedestrians accumulated during red time in two different directions (1 or 2) and crosswalks (f or cl) under situation 2 (s); |
| the maximum of (s); |
| the maximum of (s); |
| pedestrian arrival rate at crosswalk f in direction 1 or 2 (ped/c); |
| pedestrian arrival rate at crosswalk cl in direction 1 or 2 (ped/c); |
| the proportion of accumulated pedestrians in the number of pedestrians arriving in each cycle; |
| area occupied by single pedestrian (); |
| the width of the crosswalk (m); |
| the width of the exclusive right-turn lane (m); |
| pedestrian crossing speed (m/s); |
| pedestrian-vehicle interactive probability of situation m at crosswalk f or cl; |
| pedestrian-vehicle interaction time of situation m (s); |
| pedestrian arrival rate at crosswalk f or cl (ped/c); |
| pedestrian arrival rate in direction 1 or 2 at crosswalk cro (ped/c); |
| yielding rate of crosswalk f or cl; |
| the time spent on vehicles passing at the early stage of pedestrian green time (s); |
| the number of vehicles passing at the early stage of pedestrian green time (veh); |
| : vehicle arrival rate of the exclusive right-turn lane (veh/h); |
| the speed of vehicle in the cellular automata model (acceleration: a); |
| the position of vehicle in the cellular automata model; |
| the speed of pedestrian in the cellular automata model; |
| the number of cells in front of, in front of the left, and in front of the right of cell (i, j). |
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