Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study (2022)
- Authors:
- USP affiliated authors: BECK, ANDRÉ TEÓFILO - EESC ; RIBEIRO, LUCAS DA ROSA - EESC
- Unidade: EESC
- DOI: 10.1061/(ASCE)ST.1943-541X.0003196
- Subjects: ESTRUTURAS; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: Reston, VA, USA
- Date published: 2022
- Source:
- Título: Journal of Structural Engineering
- ISSN: 0733-9445
- Volume/Número/Paginação/Ano: v. 148, n. 1, article 04021229, 2022
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: green
-
ABNT
BECK, André Teófilo et al. Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study. Journal of Structural Engineering, v. 148, n. 1, 2022Tradução . . Disponível em: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196. Acesso em: 05 jan. 2026. -
APA
Beck, A. T., Ribeiro, L. da R., Valdebenito, M., & Jensen, H. (2022). Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study. Journal of Structural Engineering, 148( 1). doi:10.1061/(ASCE)ST.1943-541X.0003196 -
NLM
Beck AT, Ribeiro L da R, Valdebenito M, Jensen H. Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study [Internet]. Journal of Structural Engineering. 2022 ; 148( 1):[citado 2026 jan. 05 ] Available from: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196 -
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M, Jensen H. Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study [Internet]. Journal of Structural Engineering. 2022 ; 148( 1):[citado 2026 jan. 05 ] Available from: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196 - Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames
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- Optimum design of robust compliant mechanisms with uncertainties in output stiffness
Informações sobre o DOI: 10.1061/(ASCE)ST.1943-541X.0003196 (Fonte: oaDOI API)
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