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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
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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: 20 maio 2024.
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 2024 maio 20 ] 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 2024 maio 20 ] 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
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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: 20 maio 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 maio 20 ] 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 maio 20 ] 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
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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: 20 maio 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 maio 20 ] 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 maio 20 ] 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: 20 maio 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 maio 20 ] 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 maio 20 ] Available from: https://repositorio.usp.br/directbitstream/b9e8bca0-003e-401b-b377-39f0b6daf3cf/APA98E%7E1.PDF
Trabalho de evento
Reliability analysis of an infinite slope (2019)
Torrico Siacara, Adrian ; Beck, André Teófilo ; Futai, Marcos Massao
Source: Proceedings. Conference titles: International Symposium on Geotechnical Safety and Risk - ISGSR. Unidades: EESC, EP
Subjects: ESTABILIDADE ESTRUTURAL, TALUDES, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian e BECK, André Teófilo e FUTAI, Marcos Massao. Reliability analysis of an infinite slope. 2019, Anais.. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2019. Disponível em: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf. Acesso em: 20 maio 2024.
APA
Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2019). Reliability analysis of an infinite slope. In Proceedings. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
NLM
Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2024 maio 20 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
Vancouver
Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2024 maio 20 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.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
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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: 20 maio 2024.
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 2024 maio 20 ] 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 2024 maio 20 ] 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: 20 maio 2024.
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 2024 maio 20 ] 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 2024 maio 20 ] 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: 20 maio 2024.
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 2024 maio 20 ] 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 2024 maio 20 ] Available from: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
Trabalho de evento
Failure classification for a 3RRR manipulator using RBF networks (2018)
Vieira, Hiparco Lins; Fontes, João Vitor de Carvalho; Beck, André Teófilo; Silva, Maíra Martins da
Source: Proceedings. Conference titles: International Conference on Vulnerability and Risk Analysis and Management - ICVRAM. Unidade: EESC
Subjects: MANIPULADORES, REDES NEURAIS, ESTRUTURAS
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ABNT
VIEIRA, Hiparco Lins et al. Failure classification for a 3RRR manipulator using RBF networks. 2018, Anais.. Rio de Janeiro, RJ: ABCM, 2018. Disponível em: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0067.PDF. Acesso em: 20 maio 2024.
APA
Vieira, H. L., Fontes, J. V. de C., Beck, A. T., & Silva, M. M. da. (2018). Failure classification for a 3RRR manipulator using RBF networks. In Proceedings. Rio de Janeiro, RJ: ABCM. Recuperado de http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0067.PDF
NLM
Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Failure classification for a 3RRR manipulator using RBF networks [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0067.PDF
Vancouver
Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Failure classification for a 3RRR manipulator using RBF networks [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0067.PDF
Trabalho de evento
Simplified finite elements model to represent mass-spring structures in dynamic simulation (2018)
Bosse, Rúbia Mara; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Vulnerability and Risk Analysis and Management - ICVRAM. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS, ESTRUTURAS
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ABNT
BOSSE, Rúbia Mara e BECK, André Teófilo. Simplified finite elements model to represent mass-spring structures in dynamic simulation. 2018, Anais.. Rio de Janeiro, RJ: ABCM, 2018. Disponível em: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF. Acesso em: 20 maio 2024.
APA
Bosse, R. M., & Beck, A. T. (2018). Simplified finite elements model to represent mass-spring structures in dynamic simulation. In Proceedings. Rio de Janeiro, RJ: ABCM. Recuperado de http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF
NLM
Bosse RM, Beck AT. Simplified finite elements model to represent mass-spring structures in dynamic simulation [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF
Vancouver
Bosse RM, Beck AT. Simplified finite elements model to represent mass-spring structures in dynamic simulation [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF
Trabalho de evento
Stress-based robust topology optimization under non-probabilistic uncertainty in applied loads (2018)
Silva, Gustavo Assis da; Cardoso, Eduardo Lenz; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Vulnerability and Risk Analysis and Management - ICVRAM. Unidade: EESC
Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Stress-based robust topology optimization under non-probabilistic uncertainty in applied loads. 2018, Anais.. Rio de Janeiro, RJ: ABCM, 2018. Disponível em: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0041.PDF. Acesso em: 20 maio 2024.
APA
Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2018). Stress-based robust topology optimization under non-probabilistic uncertainty in applied loads. In Proceedings. Rio de Janeiro, RJ: ABCM. Recuperado de http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0041.PDF
NLM
Silva GA da, Cardoso EL, Beck AT. Stress-based robust topology optimization under non-probabilistic uncertainty in applied loads [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0041.PDF
Vancouver
Silva GA da, Cardoso EL, Beck AT. Stress-based robust topology optimization under non-probabilistic uncertainty in applied loads [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0041.PDF
Trabalho de evento
Optimal robust design of concrete gravity DAM considering expected consequences of failure (2018)
Beck, André Teófilo
Source: Proceedings. Conference titles: International DAM World Conference. Unidade: EESC
Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ANÁLISE DE RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo. Optimal robust design of concrete gravity DAM considering expected consequences of failure. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 20 maio 2024.
APA
Beck, A. T. (2018). Optimal robust design of concrete gravity DAM considering expected consequences of failure. In Proceedings. Lisboa, Portugal: LNEC.
NLM
Beck AT. Optimal robust design of concrete gravity DAM considering expected consequences of failure. Proceedings. 2018 ;[citado 2024 maio 20 ]
Vancouver
Beck AT. Optimal robust design of concrete gravity DAM considering expected consequences of failure. Proceedings. 2018 ;[citado 2024 maio 20 ]
Trabalho de evento
Sliding stability analysis of concrete dams based on reliability (2018)
Pires, Kironi Oliveira ; Futai, Marcos Massao ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo
Source: Proceedings. Conference titles: International DAM World Conference. Unidades: EP, EESC
Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIRES, Kironi Oliveira et al. Sliding stability analysis of concrete dams based on reliability. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 20 maio 2024.
APA
Pires, K. O., Futai, M. M., Bittencourt, T. N., & Beck, A. T. (2018). Sliding stability analysis of concrete dams based on reliability. In Proceedings. Lisboa, Portugal: LNEC.
NLM
Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2024 maio 20 ]
Vancouver
Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2024 maio 20 ]
Trabalho de evento
Optimum design of robust compliant mechanisms with uncertainties in output stiffness (2018)
Silva, Gustavo A. da; Cardoso, Eduardo L.
Source: Proceedings. Conference titles: World Congress on Computational Mechanics - WCCM. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo A. da e CARDOSO, Eduardo L. Optimum design of robust compliant mechanisms with uncertainties in output stiffness. 2018, Anais.. [New York, NY, USA]: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2018. . Acesso em: 20 maio 2024.
APA
Silva, G. A. da, & Cardoso, E. L. (2018). Optimum design of robust compliant mechanisms with uncertainties in output stiffness. In Proceedings. [New York, NY, USA]: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Silva GA da, Cardoso EL. Optimum design of robust compliant mechanisms with uncertainties in output stiffness. Proceedings. 2018 ;[citado 2024 maio 20 ]
Vancouver
Silva GA da, Cardoso EL. Optimum design of robust compliant mechanisms with uncertainties in output stiffness. Proceedings. 2018 ;[citado 2024 maio 20 ]
Trabalho de evento
Progressive collapse on risk topology optimization (2018)
Pedrosa, Thaís Gomes; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Vulnerability and Risk Analysis and Management - ICVRAM. Unidade: EESC
Subjects: ESTRUTURAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEDROSA, Thaís Gomes e BECK, André Teófilo. Progressive collapse on risk topology optimization. 2018, Anais.. Rio de Janeiro, RJ: ABCM, 2018. Disponível em: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0088.PDF. Acesso em: 20 maio 2024.
APA
Pedrosa, T. G., & Beck, A. T. (2018). Progressive collapse on risk topology optimization. In Proceedings. Rio de Janeiro, RJ: ABCM. Recuperado de http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0088.PDF
NLM
Pedrosa TG, Beck AT. Progressive collapse on risk topology optimization [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0088.PDF
Vancouver
Pedrosa TG, Beck AT. Progressive collapse on risk topology optimization [Internet]. Proceedings. 2018 ;[citado 2024 maio 20 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0088.PDF
Trabalho de evento
Changing wind Speed scenarios and consequences to structural design (2017)
Matias, Danilo Lima; Andrade, Sarah da Silva; Silva, Débora Maia; Santos, Thiago Dias dos; Vieira Junior, Luiz Carlos Marcos; Beck, André Teófilo
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: REABILITAÇÃO, MÉTODO DE MONTE CARLO, AÇÃO DO VENTO NAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MATIAS, Danilo Lima et al. Changing wind Speed scenarios and consequences to structural design. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2017-0382. Acesso em: 20 maio 2024.
APA
Matias, D. L., Andrade, S. da S., Silva, D. M., Santos, T. D. dos, Vieira Junior, L. C. M., & Beck, A. T. (2017). Changing wind Speed scenarios and consequences to structural design. In Proceedings. [Belo Horizonte, MG]: ABMEC. doi:10.20906/CPS/CILAMCE2017-0382
NLM
Matias DL, Andrade S da S, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Changing wind Speed scenarios and consequences to structural design [Internet]. Proceedings. 2017 ;[citado 2024 maio 20 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0382
Vancouver
Matias DL, Andrade S da S, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Changing wind Speed scenarios and consequences to structural design [Internet]. Proceedings. 2017 ;[citado 2024 maio 20 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0382
Trabalho de evento
Topology optimization with stress constraints considering uncertainty in applied loads (2017)
Silva, Gustavo Assis da; Beck, André Teófilo
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: TOPOLOGIA, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo. Topology optimization with stress constraints considering uncertainty in applied loads. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2017-0694. Acesso em: 20 maio 2024.
APA
Silva, G. A. da, & Beck, A. T. (2017). Topology optimization with stress constraints considering uncertainty in applied loads. In Proceedings. [Belo Horizonte, MG]: ABMEC. doi:10.20906/CPS/CILAMCE2017-0694
NLM
Silva GA da, Beck AT. Topology optimization with stress constraints considering uncertainty in applied loads [Internet]. Proceedings. 2017 ;[citado 2024 maio 20 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0694
Vancouver
Silva GA da, Beck AT. Topology optimization with stress constraints considering uncertainty in applied loads [Internet]. Proceedings. 2017 ;[citado 2024 maio 20 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0694
Trabalho de evento
Optimal layout of trusses considering expected consequences of failure (2017)
Pedrosa,; Beck, André Teófilo
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: DIMENSIONAMENTO DE ESTRUTURAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEDROSA, e BECK, André Teófilo. Optimal layout of trusses considering expected consequences of failure. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2017-0087. Acesso em: 20 maio 2024.
APA
Pedrosa,, & Beck, A. T. (2017). Optimal layout of trusses considering expected consequences of failure. In Proceedings. [Belo Horizonte, MG]: ABMEC. doi:10.20906/CPS/CILAMCE2017-0087
NLM
Pedrosa, Beck AT. Optimal layout of trusses considering expected consequences of failure [Internet]. Proceedings. 2017 ;[citado 2024 maio 20 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0087
Vancouver
Pedrosa, Beck AT. Optimal layout of trusses considering expected consequences of failure [Internet]. Proceedings. 2017 ;[citado 2024 maio 20 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0087
Trabalho de evento
An approximate approach for efficient stochastic incremental dynamic analysis (2017)
Santos, Ketson Roberto Maximiano dos; Kougioumtzoglou, Ioannis A.; Beck, André Teófilo
Source: Proceedings. Conference titles: World Conference on Earthquake Engineering - WCEE. Unidade: EESC
Subjects: SISTEMAS NÃO LINEARES, DINÂMICA ESTOCÁSTICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Ketson Roberto Maximiano dos e KOUGIOUMTZOGLOU, Ioannis A. e BECK, André Teófilo. An approximate approach for efficient stochastic incremental dynamic analysis. 2017, Anais.. Santiago, Chile: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2017. . Acesso em: 20 maio 2024.
APA
Santos, K. R. M. dos, Kougioumtzoglou, I. A., & Beck, A. T. (2017). An approximate approach for efficient stochastic incremental dynamic analysis. In Proceedings. Santiago, Chile: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Santos KRM dos, Kougioumtzoglou IA, Beck AT. An approximate approach for efficient stochastic incremental dynamic analysis. Proceedings. 2017 ;[citado 2024 maio 20 ]
Vancouver
Santos KRM dos, Kougioumtzoglou IA, Beck AT. An approximate approach for efficient stochastic incremental dynamic analysis. Proceedings. 2017 ;[citado 2024 maio 20 ]
Trabalho de evento
Hybrid method for accurate and efficient solution of RBDO problems (2017)
Tessari, Rodolfo Krul; Kroetz, Henrique Machado; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Structural Safety and Reliability - IASSAR. Unidade: EESC
Subjects: ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TESSARI, Rodolfo Krul e KROETZ, Henrique Machado e BECK, André Teófilo. Hybrid method for accurate and efficient solution of RBDO problems. 2017, Anais.. Vienna, Austria: Verlag, 2017. . Acesso em: 20 maio 2024.
APA
Tessari, R. K., Kroetz, H. M., & Beck, A. T. (2017). Hybrid method for accurate and efficient solution of RBDO problems. In Proceedings. Vienna, Austria: Verlag.
NLM
Tessari RK, Kroetz HM, Beck AT. Hybrid method for accurate and efficient solution of RBDO problems. Proceedings. 2017 ;[citado 2024 maio 20 ]
Vancouver
Tessari RK, Kroetz HM, Beck AT. Hybrid method for accurate and efficient solution of RBDO problems. Proceedings. 2017 ;[citado 2024 maio 20 ]

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