ReP USP - Resultado da busca

Trabalho de evento
Risk optimization of RC beam under column loss scenario (2021)
Beck, André Teófilo ; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: RISCO, COLUNAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e BECK, André Teófilo. Risk optimization of RC beam under column loss scenario. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf. Acesso em: 28 jul. 2024.
APA
Beck, A. T., & Beck, A. T. (2021). Risk optimization of RC beam under column loss scenario. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
NLM
Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
Vancouver
Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
Artigo de periodico
Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios (2020)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Valdebenito, Marcos
Source: Engineering Structures. Unidade: EESC
Subjects: COLUNAS, ESTRUTURAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e RIBEIRO, Lucas da Rosa e VALDEBENITO, Marcos. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, v. 225, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.111295. Acesso em: 28 jul. 2024.
APA
Beck, A. T., Ribeiro, L. da R., & Valdebenito, M. (2020). Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, 225, 1-17. doi:10.1016/j.engstruct.2020.111295
NLM
Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
Trabalho de evento
Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse (2020)
Ribeiro, Lucas da Rosa; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: COLUNAS, CONCRETO REFORÇADO COM FIBRAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Lucas da Rosa e BECK, André Teófilo. Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF. Acesso em: 28 jul. 2024.
APA
Ribeiro, L. da R., & Beck, A. T. (2020). Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF
NLM
Ribeiro L da R, Beck AT. Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse [Internet]. Proceedings. 2020 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF
Vancouver
Ribeiro L da R, Beck AT. Structural optimization of a continuous reinforced concrete beam considering risks and progressive collapse [Internet]. Proceedings. 2020 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0%7E1.PDF
Trabalho de evento
Optimal design of regular frames considering column removal (2020)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Valdebenito, Marcos
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: COLUNAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e RIBEIRO, Lucas da Rosa e VALDEBENITO, Marcos. Optimal design of regular frames considering column removal. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E%7E1.PDF. Acesso em: 28 jul. 2024.
APA
Beck, A. T., Ribeiro, L. da R., & Valdebenito, M. (2020). Optimal design of regular frames considering column removal. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E%7E1.PDF
NLM
Beck AT, Ribeiro L da R, Valdebenito M. Optimal design of regular frames considering column removal [Internet]. Proceedings. 2020 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E%7E1.PDF
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M. Optimal design of regular frames considering column removal [Internet]. Proceedings. 2020 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E%7E1.PDF
Artigo de periodico
Reliability analysis of I-section steel columns designed according to new brazilian building codes (2008)
Beck, André Teófilo; Dória, André Santos
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, COLUNAS, ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e DÓRIA, André Santos. Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 30, n. 2, p. 152-159, 2008Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782008000200008. Acesso em: 28 jul. 2024.
APA
Beck, A. T., & Dória, A. S. (2008). Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 30( 2), 152-159. doi:10.1590/s1678-58782008000200008
NLM
Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782008000200008
Vancouver
Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782008000200008

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