Table 1.
Research gap.
Fig 1.
Feed-forward neural network.
Fig 2.
Architectural design of 6-storey steel structures.
Table 2.
Outcome of existing and proposed for 6-storey steel structure.
Table 3.
Sensitivity assessment conducted using PSO for 6-storey.
Table 4.
Optimal layouts of 6-storey frames.
Table 5.
Performance level in Performance-based seismic design.
Fig 3.
Comparing real and expected <<Eqn143>> max using FFNN (Proposed) for a 6-storey structure.
Table 6.
Comparison of Inter-Story Drift Ratios (IDR) for Different Structural Systems.
Fig 4.
Graphical representation of IDR for different structural systems.
Table 7.
Comparison of structural performance based on NRHA results.
Fig 5.
Structural parameters comparison.
Fig 6.
Model performance comparison of DBN, CNN, and DCNN with error bars.