Research Article

Application of BPNN Optimized by Fireworks Algorithm on Structural Bearing Capacity Analysis of Transmission Tower under Icing Conditions

Table 4

Comparison of optimization results of three benchmark functions by each algorithm.

Benchmark functionAlgorithm nameMean valueStandard deviationOptimization time (s)

f1BP NN1.7281 × 10−125.6198 × 10−1348.5694
FWA3.1572 × 10−179.3641 × 10−1850.0481
GA-BP NN0.00240.013847.8787
PSO-BP NN4.5293 × 10−74.4127 × 10−749.5428
FWA-BPNN2.4031 × 10−418.9402 × 10−4241.4849

f2BP NN1.5295 × 10−61.1327 × 10−748.5752
FWA1.3026 × 10−51.2084 × 10−655.2036
GA-BP NN0.00710.002564.0014
PSO-BP NN0.00940.002648.8123
FWA-BPNN8.9563 × 10−16045.9563

f3BP NN4.5948 × 10−109.8526 × 10−1148.2761
FWA2.6798 × 10−115.5296 × 10−1248.5982
GA-BP NN0.00440.000349.1628
PSO-BP NN16.52883.321946.3562
FWA-BPNN0039.6229