Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section (2025)
- Authors:
- USP affiliated authors: BECK, ANDRÉ TEÓFILO - EESC ; RIBEIRO, LUCAS DA ROSA - EESC ; MACEDO, FELIPE COSTA - EESC
- Unidade: EESC
- DOI: 10.1016/j.engstruct.2025.120905
- Assunto: ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: London, United Kingdom
- Date published: 2025
- Source:
- Título: Engineering Structures
- ISSN: 0141-0296
- Volume/Número/Paginação/Ano: v. 342, article 120905, p. 1-20, 2025
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: hybrid
- Licença: cc-by-nc-nd
-
ABNT
RIBEIRO, Lucas da Rosa et al. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section. Engineering Structures, v. 342, p. 1-20, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2025.120905. Acesso em: 05 jan. 2026. -
APA
Ribeiro, L. da R., Macedo, F. C., Beck, A. T., & Parisi, F. (2025). Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section. Engineering Structures, 342, 1-20. doi:10.1016/j.engstruct.2025.120905 -
NLM
Ribeiro L da R, Macedo FC, Beck AT, Parisi F. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section [Internet]. Engineering Structures. 2025 ; 342 1-20.[citado 2026 jan. 05 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905 -
Vancouver
Ribeiro L da R, Macedo FC, Beck AT, Parisi F. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section [Internet]. Engineering Structures. 2025 ; 342 1-20.[citado 2026 jan. 05 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905 - Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames
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- Comparison of risk-based robustness indices in progressive collapse analysis of building structures
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- Optimum design of robust compliant mechanisms with uncertainties in output stiffness
Informações sobre o DOI: 10.1016/j.engstruct.2025.120905 (Fonte: oaDOI API)
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