Research on seismic structural optimization design based on performance-based design methods

Given the significant impact of seismic disasters, it is particularly important to apply performance-based design methods to building structures for seismic design. This paper first reviews the general methods for building structure design based on performance-based design, followed by a detailed design analysis of building structures using performance-based design methods. Finally, taking a specific building as an engineering example, performance-based design methods are applied to its structural design and analysis. Through the iterative changes in the stress ratio distribution of main components under multiple earthquake levels, it is found that the stress ratio of frame columns increases during the optimization process, with the proportion distributed between 0.6 and 1.0 increasing from 10% to 22%. This indicates that the performance-based design method proposed in this paper plays a positive role in enhancing the seismic performance of building structures.

Authors

Publication Details

Journal
Ingegneria Sismica
Published
2025-10-09
DOI
https://doi.org/10.65102/is202511
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
Field-Weighted Citation Impact
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article

Research on seismic structural optimization design based on performance-based design methods

Noam W Buckley
Ingegneria Sismica
Structural Engineering and Vibration Analysis
article

Research on seismic structural optimization design based on performance-based design methods

Noam W Buckley
article en

Abstract

Given the significant impact of seismic disasters, it is particularly important to apply performance-based design methods to building structures for seismic design. This paper first reviews the general methods for building structure design based on performance-based design, followed by a detailed design analysis of building structures using performance-based design methods. Finally, taking a specific building as an engineering example, performance-based design methods are applied to its structural design and analysis. Through the iterative changes in the stress ratio distribution of main components under multiple earthquake levels, it is found that the stress ratio of frame columns increases during the optimization process, with the proportion distributed between 0.6 and 1.0 increasing from 10% to 22%. This indicates that the performance-based design method proposed in this paper plays a positive role in enhancing the seismic performance of building structures.

Ingegneria SismicaVol. 42(1)
Openalex Percentile: Top 70%
Structural Engineering and Vibration Analysis
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