Optimal Transportation Scheduling of Prefabricated Components Based on Improved Hybrid Differential Firefly Algorithm
Table 1
Parameters for the model.
Parameters
Definition
i
Number of transport vehicles, i = 1,2,3, ..., M
j
Number of the construction sites, j = 1,2,3, ..., N
a
Number of the prefabricated component factories, a = 1,2,3, ..., A
k
kth delivery service
Daj
Distance between factory a and construction site j
Kj
Number of times construction site j needs to be transported
Ka
Number of vehicles allocated by factory a
(ETj, LTj)
Time window constraint set by construction site j
STajk
Departure time of the kth transport vehicle sent from prefabricated component factory a to construction site j
LTajk
Loading time of the kth transport vehicle sent from prefabricated component factory a to construction site j
UTajk
Unloading time of the kth transport vehicle sent from prefabricated component factory a to construction site j
DTajk
Departure time of the kth transport vehicle sent from prefabricated component factory a to construction site j
RTajk
Return time of the kth transport vehicle sent from prefabricated component factory a to construction site j
t, t′
Transportation time and return time from prefabricated component factory a to construction site j
λ1, λ2, λ3, λ4, λ5
λ1 is the unit fixed cost, λ2 is the unit delivery cost when transported with a full load, λ3 is the unit delivery cost of empty return, λ4 is the cost coefficient of unit waiting time for unloading, and λ5 is the unit penalty cost coefficient
Calculation coefficient of the kth delivery vehicle of factory a waiting for unloading at consumer j
Calculation coefficient of kth delivery service of consumer j waiting for factory a