Research Article

Optimal Transportation Scheduling of Prefabricated Components Based on Improved Hybrid Differential Firefly Algorithm

Table 1

Parameters for the model.

ParametersDefinition

iNumber of transport vehicles, i = 1,2,3, ..., M
jNumber of the construction sites, j = 1,2,3, ..., N
aNumber of the prefabricated component factories, a = 1,2,3, ..., A
kkth delivery service
DajDistance between factory a and construction site j
KjNumber of times construction site j needs to be transported
KaNumber of vehicles allocated by factory a
(ETj, LTj)Time window constraint set by construction site j
STajkDeparture time of the kth transport vehicle sent from prefabricated component factory a to construction site j
LTajkLoading time of the kth transport vehicle sent from prefabricated component factory a to construction site j
UTajkUnloading time of the kth transport vehicle sent from prefabricated component factory a to construction site j
DTajkDeparture time of the kth transport vehicle sent from prefabricated component factory a to construction site j
RTajkReturn time of the kth transport vehicle sent from prefabricated component factory a to construction site j
t, tTransportation time and return time from prefabricated component factory a to construction site j
λ1, λ2, λ3, λ4, λ5λ1 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