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Trabalho de evento
Truss topology optimization considering uncertainties in the applied loads and progressive collapse (2021)
Silva, Lucas Araujo R. da; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: TRELIÇAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Lucas Araujo R. da e BECK, André Teófilo. Truss topology optimization considering uncertainties in the applied loads and progressive collapse. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf. Acesso em: 08 nov. 2025.
APA
Silva, L. A. R. da, & Beck, A. T. (2021). Truss topology optimization considering uncertainties in the applied loads and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
NLM
Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
Vancouver
Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
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: 08 nov. 2025.
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 2025 nov. 08 ] 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 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
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/AP2DA0~1.PDF. Acesso em: 08 nov. 2025.
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/AP2DA0~1.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 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0~1.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 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/5acf0ce5-6c8a-4932-be57-825fee74f059/AP2DA0~1.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~1.PDF. Acesso em: 08 nov. 2025.
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~1.PDF
NLM
Beck AT, Ribeiro L da R, Valdebenito M. Optimal design of regular frames considering column removal [Internet]. Proceedings. 2020 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E~1.PDF
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M. Optimal design of regular frames considering column removal [Internet]. Proceedings. 2020 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E~1.PDF
Trabalho de evento
Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods (2019)
Carlom, Andre Gustavo; Lopez, Rafael Holdorf; Espath, Luis; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARLOM, Andre Gustavo et al. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf. Acesso em: 08 nov. 2025.
APA
Carlom, A. G., Lopez, R. H., Espath, L., Miguel, L. F. F., & Beck, A. T. (2019). Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
NLM
Carlom AG, Lopez RH, Espath L, Miguel LFF, Beck AT. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods [Internet]. Proceedings. 2019 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
Vancouver
Carlom AG, Lopez RH, Espath L, Miguel LFF, Beck AT. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods [Internet]. Proceedings. 2019 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
Trabalho de evento
Structural optimization of hyperstatic reinforced concrete beams considering the system reliability (2019)
Ribeiro, Lucas da Rosa; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: 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 hyperstatic reinforced concrete beams considering the system reliability. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf. Acesso em: 08 nov. 2025.
APA
Ribeiro, L. da R., & Beck, A. T. (2019). Structural optimization of hyperstatic reinforced concrete beams considering the system reliability. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf
NLM
Ribeiro L da R, Beck AT. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability [Internet]. Proceedings. 2019 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf
Vancouver
Ribeiro L da R, Beck AT. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability [Internet]. Proceedings. 2019 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf
Trabalho de evento
Solution of time-variant risk optimization problems using two-level active learning kriging approach (2019)
Kroetz, Henrique Machado ; Moustapha, M.; Beck, André Teófilo ; Sudret, B.
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KROETZ, Henrique Machado et al. Solution of time-variant risk optimization problems using two-level active learning kriging approach. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf. Acesso em: 08 nov. 2025.
APA
Kroetz, H. M., Moustapha, M., Beck, A. T., & Sudret, B. (2019). Solution of time-variant risk optimization problems using two-level active learning kriging approach. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
NLM
Kroetz HM, Moustapha M, Beck AT, Sudret B. Solution of time-variant risk optimization problems using two-level active learning kriging approach [Internet]. Proceedings. 2019 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
Vancouver
Kroetz HM, Moustapha M, Beck AT, Sudret B. Solution of time-variant risk optimization problems using two-level active learning kriging approach [Internet]. Proceedings. 2019 ;[citado 2025 nov. 08 ] Available from: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
Trabalho de evento
Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures (2015)
Portela, Enson de Lima ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EP, EESC
Subjects: ESTRUTURAS DE CONCRETO, DIÓXIDO DE CARBONO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PORTELA, Enson de Lima e BITTENCOURT, Túlio Nogueira e BECK, André Teófilo. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. 2015, Anais.. Rio de Janeiro, RJ: PUC-RJ, 2015. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2015-0273. Acesso em: 08 nov. 2025.
APA
Portela, E. de L., Bittencourt, T. N., & Beck, A. T. (2015). Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. In Proceedings. Rio de Janeiro, RJ: PUC-RJ. doi:10.20906/CPS/CILAMCE2015-0273
NLM
Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 nov. 08 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273
Vancouver
Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 nov. 08 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273

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