Optimized prediction of peak floor acceleration, peak inter-story drift ratio, and residual inter-story drift ratio in steel moment-resisting frames using innovative techniques

Key Points

• Peak floor acceleration showed significant improvement using innovative techniques, enhancing safety.
• The maximum inter-story drift ratio reached 0.04 in structures using advanced predictive methods.
• Observational analysis focuses on steel moment-resisting frames to evaluate drift ratios and accelerations.
• Improved predictions may enable safer architectural designs; optimization strategies warrant further exploration.