Ribeiro, Lucas da Rosa 
; Silva, Lucas Araújo Rodrigues da ; Beck, André Teófilo ; Parisi, Fulvio
Fonte: Journal of Building Engineering. Unidade: EESC
Assuntos: EDIFÍCIOS, ESTRUTURAS DE CONCRETO ARMADO, CONCRETO ARMADO, ROBUSTEZ
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RIBEIRO, Lucas da Rosa et al. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames. Journal of Building Engineering, v. 112, p. 1-28, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.jobe.2025.113713. Acesso em: 08 out. 2025.APA
Ribeiro, L. da R., Silva, L. A. R. da, Beck, A. T., & Parisi, F. (2025). Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames. Journal of Building Engineering, 112, 1-28. doi:10.1016/j.jobe.2025.113713NLM
Ribeiro L da R, Silva LAR da, Beck AT, Parisi F. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames [Internet]. Journal of Building Engineering. 2025 ; 112 1-28.[citado 2025 out. 08 ] Available from: http://dx.doi.org/10.1016/j.jobe.2025.113713Vancouver
Ribeiro L da R, Silva LAR da, Beck AT, Parisi F. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames [Internet]. Journal of Building Engineering. 2025 ; 112 1-28.[citado 2025 out. 08 ] Available from: http://dx.doi.org/10.1016/j.jobe.2025.113713
