Seismic Optimization Design Method of High‐rise Building Structure Based on Unconstrained Pareto Sorting Genetic Algorithm

Abstract To improve the seismic capacity of buildings and prevent the buildings from potential safety hazards such as instability and inclination under earthquake conditions, an optimal seismic design method for high‐rise buildings based on an unconstrained Pareto sorting genetic algorithm is proposed. The resistance model of a high‐rise building structure is constructed, and the final output of the model can aim at the seismic design requirements. The unconstrained Pareto sorting genetic algorithm is used to carry out the seismic design of high‐rise building structures, and the building parameters are calculated. According to the calculation results, the seismic optimization design method of high‐rise building structures is determined. The experimental results show that the proposed method can ensure the stability of high‐rise buildings and has excellent seismic performance.

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Publication Details

Journal
ce/papers
Published
2025-03-01
DOI
https://doi.org/10.1002/cepa.3198
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
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Seismic Optimization Design Method of High‐rise Building Structure Based on Unconstrained Pareto Sorting Genetic Algorithm

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ce/papers
Structural Response to Dynamic Loads
article

Seismic Optimization Design Method of High‐rise Building Structure Based on Unconstrained Pareto Sorting Genetic Algorithm

Yaying Zhang, Yueqian Wang, Bo Wang, Jinlong Liu, Lili Zhang, Huanhuan Yang
article en

Abstract

Abstract To improve the seismic capacity of buildings and prevent the buildings from potential safety hazards such as instability and inclination under earthquake conditions, an optimal seismic design method for high‐rise buildings based on an unconstrained Pareto sorting genetic algorithm is proposed. The resistance model of a high‐rise building structure is constructed, and the final output of the model can aim at the seismic design requirements. The unconstrained Pareto sorting genetic algorithm is used to carry out the seismic design of high‐rise building structures, and the building parameters are calculated. According to the calculation results, the seismic optimization design method of high‐rise building structures is determined. The experimental results show that the proposed method can ensure the stability of high‐rise buildings and has excellent seismic performance.

ce/papersVol. 8(2)
Shandong Institute for Product Quality Inspection (CN), Beijing Polytechnic (CN)
Openalex Percentile: Top 95%
Structural Response to Dynamic Loads
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