A hybrid PSO-FFNN approach for optimized seismic design and accurate structural response prediction in steel moment-resisting frames

Qiong Liu

DOI: 10.1371/journal.pone.0322396
Published: 2025-06-02
Container: PLOS One
Publisher: Public Library of Science (PLoS)
Open access: unknown

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Cite this work

BibTeX

@article{allodium:10.1371/journal.pone.0322396,
  title = {A hybrid PSO-FFNN approach for optimized seismic design and accurate structural response prediction in steel moment-resisting frames},
  author = {Qiong Liu},
  year = {2025},
  journal = {PLOS One},
  doi = {10.1371/journal.pone.0322396},
  url = {https://doi.org/10.1371/journal.pone.0322396}
}

RIS

TY  - JOUR
TI  - A hybrid PSO-FFNN approach for optimized seismic design and accurate structural response prediction in steel moment-resisting frames
AU  - Qiong Liu
PY  - 2025
JO  - PLOS One
DO  - 10.1371/journal.pone.0322396
UR  - https://doi.org/10.1371/journal.pone.0322396
ER  -

APA

Liu, Q. (2025). A hybrid PSO-FFNN approach for optimized seismic design and accurate structural response prediction in steel moment-resisting frames. PLOS One. https://doi.org/10.1371/journal.pone.0322396

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crossref · retrieved 2026-09-25T10:49:20.065Z