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Filtros : "BECK, ANDRÉ TEÓFILO" "Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)" Removidos: "ENZIMAS" "Simpósio Internacional de Iniciação Científica e Tecnológica da Universidade de São Paulo/SIICUSP" Limpar

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  • Artigo de periodico

    Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)

    Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo

    Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 20 jun. 2024.

    • APA

      Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384

    • NLM

      Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384

    • Vancouver

      Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384

  • Artigo de periodico

    Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings (2022)

    Miguel, Leandro Fleck Fadel; Lopez, Rafael Holdorf; Torii, André Jacomel; Beck, André Teófilo

    Source: Structures. Unidade: EESC

    Subjects: SISMOLOGIA, ESTRUTURAS, RISCO, ESTRUTURAS

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      MIGUEL, Leandro Fleck Fadel et al. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, v. 45, p. 415-426, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2022.08.121. Acesso em: 20 jun. 2024.

    • APA

      Miguel, L. F. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45, 415-426. doi:10.1016/j.istruc.2022.08.121

    • NLM

      Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121

    • Vancouver

      Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121

  • Artigo de periodico

    On the ergodicity assumption in Performance-Based engineering (2022)

    Beck, André Teófilo ; Bosse, Rúbia Mara; Rodrigues, Isabela Durci

    Source: Structural Safety. Unidade: EESC

    Subjects: ENGENHARIA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      BECK, André Teófilo e BOSSE, Rúbia Mara e RODRIGUES, Isabela Durci. On the ergodicity assumption in Performance-Based engineering. Structural Safety, v. 97, p. 1-8, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2022.102218. Acesso em: 20 jun. 2024.

    • APA

      Beck, A. T., Bosse, R. M., & Rodrigues, I. D. (2022). On the ergodicity assumption in Performance-Based engineering. Structural Safety, 97, 1-8. doi:10.1016/j.strusafe.2022.102218

    • NLM

      Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218

    • Vancouver

      Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218

  • Artigo de periodico

    Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems (2022)

    Gomes, Wellison José de Santana; Garmbis, Alexandre Galiani; Beck, André Teófilo

    Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      GOMES, Wellison José de Santana e GARMBIS, Alexandre Galiani e BECK, André Teófilo. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, v. 65, n. 3, p. 1-20, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00158-022-03182-4. Acesso em: 20 jun. 2024.

    • APA

      Gomes, W. J. de S., Garmbis, A. G., & Beck, A. T. (2022). Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, 65( 3), 1-20. doi:10.1007/s00158-022-03182-4

    • NLM

      Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1007/s00158-022-03182-4

    • Vancouver

      Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1007/s00158-022-03182-4

  • Artigo de periodico

    A conservatism index based on structural reliability and model errors (2021)

    Gomes, Wellison José de Santana; Beck, André Teófilo

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ENGENHARIA, ESTRUTURAS, ERRO, ESTRUTURAS

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      GOMES, Wellison José de Santana e BECK, André Teófilo. A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, v. 209, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2021.107456. Acesso em: 20 jun. 2024.

    • APA

      Gomes, W. J. de S., & Beck, A. T. (2021). A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, 209, 1-15. doi:10.1016/j.ress.2021.107456

    • NLM

      Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.ress.2021.107456

    • Vancouver

      Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.ress.2021.107456

  • 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 jun. 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 jun. 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 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf

  • Artigo de periodico

    Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints (2021)

    Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole

    Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: MANUFATURA ADITIVA, TOPOLOGIA, ESTRUTURAS

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      SILVA, Gustavo Assis da et al. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, v. 122, p. 548-578, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6548. Acesso em: 20 jun. 2024.

    • APA

      Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, 122, 548-578. doi:10.1002/nme.6548

    • NLM

      Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1002/nme.6548

    • Vancouver

      Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1002/nme.6548

  • Artigo de periodico

    Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge (2021)

    Carneiro, Anselmo Leal; Portela, Enson de Lima ; Beck, André Teófilo ; Bittencourt, Túlio Nogueira

    Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Subjects: PONTES RODOVIÁRIAS, LONGARINAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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      CARNEIRO, Anselmo Leal et al. Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge. Revista IBRACON de Estruturas e Materiais, v. 14, n. 4, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952021000400015. Acesso em: 20 jun. 2024.

    • APA

      Carneiro, A. L., Portela, E. de L., Beck, A. T., & Bittencourt, T. N. (2021). Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge. Revista IBRACON de Estruturas e Materiais, 14( 4), 1-24. doi:10.1590/S1983-41952021000400015

    • NLM

      Carneiro AL, Portela E de L, Beck AT, Bittencourt TN. Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-24.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1590/S1983-41952021000400015

    • Vancouver

      Carneiro AL, Portela E de L, Beck AT, Bittencourt TN. Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-24.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1590/S1983-41952021000400015

  • Artigo de periodico

    Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation (2021)

    Felipe, Túlio Raunyr Cândido; Beck, André Teófilo

    Source: Mechanical Systems and Signal Processing. Unidade: EESC

    Subjects: FALHA, MECÂNICA DO DANO, TRELIÇAS, ESTRUTURAS

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      FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, v. 158, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ymssp.2021.107767. Acesso em: 20 jun. 2024.

    • APA

      Felipe, T. R. C., & Beck, A. T. (2021). Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, 158, 1-22. doi:10.1016/j.ymssp.2021.107767

    • NLM

      Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767

    • Vancouver

      Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767

  • Artigo de periodico

    Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs (2021)

    Carneiro, Anselmo Leal; Portela, Enson de Lima ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo ; Carvalho, Hermes

    Source: Structure and Infrastructure Engineering. Unidades: EP, EESC

    Subjects: FADIGA DAS ESTRUTURAS, PONTES DE CONCRETO, VIGAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS, ESTRUTURAS

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      CARNEIRO, Anselmo Leal et al. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, p. 1-21, 2021Tradução . . Disponível em: https://doi.org/10.1080/15732479.2021.1924798. Acesso em: 20 jun. 2024.

    • APA

      Carneiro, A. L., Portela, E. de L., Bittencourt, T. N., Beck, A. T., & Carvalho, H. (2021). Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, 1-21. doi:10.1080/15732479.2021.1924798

    • NLM

      Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1080/15732479.2021.1924798

    • Vancouver

      Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1080/15732479.2021.1924798

  • Artigo de periodico

    Local versus global stress constraint strategies in topology optimization: a comparative study (2021)

    Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole

    Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS

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      SILVA, Gustavo Assis da et al. Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, p. 1-34, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6781. Acesso em: 20 jun. 2024.

    • APA

      Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, 1-34. doi:10.1002/nme.6781

    • NLM

      Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1002/nme.6781

    • Vancouver

      Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1002/nme.6781

  • 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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      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 jun. 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 jun. 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 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf

  • Artigo de periodico

    Performance based assessment of transmission lines to seismic events (2021)

    Miguel, Leandro Fleck Fadel; Alminhana, Fábio; Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

    Subjects: LINHAS DE TRANSMISSÃO DE ENERGIA ELÉTRICA, ANÁLISE NÃO LINEAR DE ESTRUTURAS, SISMOLOGIA, ESTRUTURAS

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      MIGUEL, Leandro Fleck Fadel e ALMINHANA, Fábio e BECK, André Teófilo. Performance based assessment of transmission lines to seismic events. Engineering Structures, v. 249, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113298. Acesso em: 20 jun. 2024.

    • APA

      Miguel, L. F. F., Alminhana, F., & Beck, A. T. (2021). Performance based assessment of transmission lines to seismic events. Engineering Structures, 249, 1-16. doi:10.1016/j.engstruct.2021.113298

    • NLM

      Miguel LFF, Alminhana F, Beck AT. Performance based assessment of transmission lines to seismic events [Internet]. Engineering Structures. 2021 ; 249 1-16.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298

    • Vancouver

      Miguel LFF, Alminhana F, Beck AT. Performance based assessment of transmission lines to seismic events [Internet]. Engineering Structures. 2021 ; 249 1-16.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298

  • Artigo de periodico

    Reliability analysis of truss structures considering complete failure paths and using the FLHB model (2021)

    Felipe, Túlio Raunyr Cândido; Leonel, Edson Denner ; Haach, Vladimir Guilherme ; Beck, André Teófilo

    Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Subjects: ESTRUTURAS, FALHA, MECÂNICA DO DANO, TRELIÇAS, ESTRUTURAS

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      FELIPE, Túlio Raunyr Cândido et al. Reliability analysis of truss structures considering complete failure paths and using the FLHB model. Revista IBRACON de Estruturas e Materiais, v. 14, n. 4, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952021000400002. Acesso em: 20 jun. 2024.

    • APA

      Felipe, T. R. C., Leonel, E. D., Haach, V. G., & Beck, A. T. (2021). Reliability analysis of truss structures considering complete failure paths and using the FLHB model. Revista IBRACON de Estruturas e Materiais, 14( 4), 1-19. doi:10.1590/S1983-41952021000400002

    • NLM

      Felipe TRC, Leonel ED, Haach VG, Beck AT. Reliability analysis of truss structures considering complete failure paths and using the FLHB model [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-19.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1590/S1983-41952021000400002

    • Vancouver

      Felipe TRC, Leonel ED, Haach VG, Beck AT. Reliability analysis of truss structures considering complete failure paths and using the FLHB model [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-19.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1590/S1983-41952021000400002

  • Artigo de periodico

    Optimal design of redundant structural systems: fundamentals (2020)

    Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS, RESISTÊNCIA DOS MATERIAIS, ANÁLISE DE RISCO, ESTRUTURAS

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      BECK, André Teófilo. Optimal design of redundant structural systems: fundamentals. Engineering Structures, v. 219, p. 1-24, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.110542. Acesso em: 20 jun. 2024.

    • APA

      Beck, A. T. (2020). Optimal design of redundant structural systems: fundamentals. Engineering Structures, 219, 1-24. doi:10.1016/j.engstruct.2020.110542

    • NLM

      Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542

    • Vancouver

      Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542

  • Artigo de periodico

    Reliability analysis of earth dams using direct coupling (2020)

    Torrico Siacara, Adrian ; Napa García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao

    Source: Journal of Rock Mechanics and Geotechnical Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, ANÁLISE DE RISCO, REABILITAÇÃO

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      TORRICO SIACARA, Adrian et al. Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, v. 12, n. 2, p. 366-380, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.jrmge.2019.07.012. Acesso em: 20 jun. 2024.

    • APA

      Torrico Siacara, A., Napa García, G. F., Beck, A. T., & Futai, M. M. (2020). Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, 12( 2), 366-380. doi:10.1016/j.jrmge.2019.07.012

    • NLM

      Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.jrmge.2019.07.012

    • Vancouver

      Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.jrmge.2019.07.012

  • Artigo de periodico

    Reliability analysis of rapid drawdown of an earth dam using direct coupling (2020)

    Torrico Siacara, Adrian ; Beck, André Teófilo ; Futai, Marcos Massao

    Source: Computers and Geotechnics. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, RISCO, REABILITAÇÃO

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    • ABNT

      TORRICO SIACARA, Adrian e BECK, André Teófilo e FUTAI, Marcos Massao. Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, v. 118, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compgeo.2019.103336. Acesso em: 20 jun. 2024.

    • APA

      Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2020). Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, 118. doi:10.1016/j.compgeo.2019.103336

    • NLM

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of rapid drawdown of an earth dam using direct coupling [Internet]. Computers and Geotechnics. 2020 ; 118[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.compgeo.2019.103336

    • Vancouver

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of rapid drawdown of an earth dam using direct coupling [Internet]. Computers and Geotechnics. 2020 ; 118[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.compgeo.2019.103336

  • 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

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    • 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: 20 jun. 2024.

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      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 jun. 20 ] 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 jun. 20 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295

  • Artigo de periodico

    Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method (2020)

    Pellizzer, Giovanni Pais; Kroetz, Henrique Machado ; Leonel, Edson Denner ; Beck, André Teófilo

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS DE CONTORNO, CORROSÃO, ESTRUTURAS

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    • ABNT

      PELLIZZER, Giovanni Pais et al. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, v. 17, n. 8, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255885. Acesso em: 20 jun. 2024.

    • APA

      Pellizzer, G. P., Kroetz, H. M., Leonel, E. D., & Beck, A. T. (2020). Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, 17( 8), 1-17. doi:10.1590/1679-78255885

    • NLM

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1590/1679-78255885

    • Vancouver

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1590/1679-78255885

  • Artigo de periodico

    Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints (2020)

    Silva, Gustavo Assis da; Cardoso, Eduardo Lenz; Beck, André Teófilo

    Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints. Probabilistic Engineering Mechanics, v. 59, p. 1-10, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2020.103039. Acesso em: 20 jun. 2024.

    • APA

      Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2020). Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints. Probabilistic Engineering Mechanics, 59, 1-10. doi:10.1016/j.probengmech.2020.103039

    • NLM

      Silva GA da, Cardoso EL, Beck AT. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints [Internet]. Probabilistic Engineering Mechanics. 2020 ; 59 1-10.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039

    • Vancouver

      Silva GA da, Cardoso EL, Beck AT. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints [Internet]. Probabilistic Engineering Mechanics. 2020 ; 59 1-10.[citado 2024 jun. 20 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039

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