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Updated: Apr 10, 2026

Data Acquisition Protocol for Determining Embedded Sensitivity Functions
Published on: April 20, 2016
AI-assisted optimization design of seismic performance parameters for timber structures
Dongqi Wei1, Yuqiang Ding1, Feng Zhou1
1School of Architectural Engineering and Art Design, Liuzhou City Vocational College, Liuzhou, Guangxi, China.
A new Gradient Boosted Random Forest Machine with Scalable Cheetah Optimizer (GBRF-SCO) framework enhances seismic performance prediction for timber buildings. This AI-driven approach optimizes designs for earthquake resilience and sustainability.
Area of Science:
- Structural Engineering
- Artificial Intelligence
- Sustainable Architecture
Background:
- Timber multi-story buildings offer sustainability and seismic resilience advantages.
- Optimizing seismic parameters like inter-story drift and roof displacement in timber structures using AI remains a challenge.
- Existing frameworks lack integrated AI solutions for comprehensive seismic performance optimization.
Purpose of the Study:
- To introduce an AI-based framework, the Gradient Boosted Random Forest Machine with Scalable Cheetah Optimizer (GBRF-SCO), for optimizing seismic parameters in timber buildings.
- To improve prediction accuracy for seismic response metrics and guide engineers in selecting robust structural designs.
- To enhance the seismic resilience and sustainability of multi-story timber constructions.
Main Methods:
- Utilized a dataset of 4,000 timber building samples from the Timber Seismic Performance Dataset.
- Applied data pre-processing techniques including Robust Scaling and Isolation Forest for normalization and outlier detection.
- Employed t-Distributed Stochastic Neighbor Embedding (t-SNE) for exploratory data analysis and visualization of feature relationships.
- Implemented the GBRF model for seismic response prediction and the SCO for hyperparameter optimization.
- Used Multiple Linear Regression (MLR) to analyze the influence of structural and seismic elements on roof displacement.
Main Results:
- The GBRF-SCO framework achieved a high prediction accuracy of 0.949 for classifying roof displacement levels (low, medium, high) under seismic conditions.
- Demonstrated superior performance compared to conventional regression and ensemble methods.
- Provided insights into key structural and seismic factors influencing timber building seismic performance.
- Successfully optimized seismic performance characteristics, enabling informed design decisions.
Conclusions:
- The GBRF-SCO framework offers a robust and intelligent method for optimizing the seismic performance of timber structures.
- This AI-driven approach significantly improves the design of sustainable and earthquake-resilient multi-story timber buildings.
- The study highlights the potential of integrated AI frameworks in advancing structural engineering for enhanced safety and environmental benefits.
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