Research Article

Structural Damage Identification Based on l1Regularization and Bare Bones Particle Swarm Optimization with Double Jump Strategy

Table 1

Optimal result of three single-objective functions.

Test functionAlgorithmsParametersBest optimal valueAverage optimal value

AckleyPSO1.479929e − 051.453575e − 04
Number of particles = 100
BBPSONumber of particles = 1001.23836e − 093.824170e − 06
BBPSODJ, , 4.590044e − 102.195117e − 09
Number of particles = 100
GA0.00112920690.4989836612
Number of population = 100

SchwefelPSO2.5455132e − 052.5455132e − 05
Number of particles = 100
BBPSONumber of particles = 1002.5455132e − 052.5455132e − 05
BBPSODJ, , 2.5455132e − 052.5455132e − 05
Number of particles = 100
GA2.5455132e − 050.0147555699
Number of population = 100

SchafferPSO02.899789e − 03
Number of particles = 100
BBPSONumber of particles = 10006.939936e − 03
BBPSODJ, , 08.243193e − 05
Number of particles = 100
GA0.002455858170.00245585817
Number of population = 100

Note. and are the probabilities of crossover and mutation, respectively.