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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: 01 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. 01 ] 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. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Artigo de periodico
A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil (2023)
Silva, Bruno de Oliveira da; Tsuha, Cristina de Hollanda Cavalcanti ; Santos Filho, João Manoel Sampaio Mathias dos
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: ESTACAS, ANCORAGEM, GEOTECNIA
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ABNT
SILVA, Bruno de Oliveira da e TSUHA, Cristina de Hollanda Cavalcanti e SANTOS FILHO, João Manoel Sampaio Mathias dos. A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil. Probabilistic Engineering Mechanics, v. 71, p. 1-8, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103378. Acesso em: 01 jun. 2024.
APA
Silva, B. de O. da, Tsuha, C. de H. C., & Santos Filho, J. M. S. M. dos. (2023). A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil. Probabilistic Engineering Mechanics, 71, 1-8. doi:10.1016/j.probengmech.2022.103378
NLM
Silva B de O da, Tsuha C de HC, Santos Filho JMSM dos. A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-8.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103378
Vancouver
Silva B de O da, Tsuha C de HC, Santos Filho JMSM dos. A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-8.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103378
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: 01 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. 01 ] 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. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039
Artigo de periodico
The design space root finding method for efficient risk optimization by simulation (2016)
Gomes, Wellison José de Santana; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: CICLO DE VIDA, ESTRUTURAS, MÉTODO DE MONTE CARLO
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ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo. The design space root finding method for efficient risk optimization by simulation. Probabilistic Engineering Mechanics, v. 44, p. 99-110, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2015.09.019. Acesso em: 01 jun. 2024.
APA
Gomes, W. J. de S., & Beck, A. T. (2016). The design space root finding method for efficient risk optimization by simulation. Probabilistic Engineering Mechanics, 44, 99-110. doi:10.1016/j.probengmech.2015.09.019
NLM
Gomes WJ de S, Beck AT. The design space root finding method for efficient risk optimization by simulation [Internet]. Probabilistic Engineering Mechanics. 2016 ; 44 99-110.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2015.09.019
Vancouver
Gomes WJ de S, Beck AT. The design space root finding method for efficient risk optimization by simulation [Internet]. Probabilistic Engineering Mechanics. 2016 ; 44 99-110.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2015.09.019
Artigo de periodico
New method for efficient Monte Carlo-Neumann solution of linear stochastic systems (2015)
Silva Junior, Claudio Roberto Ávila da; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: ANÁLISE ESTOCÁSTICA, MÉTODO DE MONTE CARLO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA JUNIOR, Claudio Roberto Ávila da e BECK, André Teófilo. New method for efficient Monte Carlo-Neumann solution of linear stochastic systems. Probabilistic Engineering Mechanics, v. 40, p. 90-96, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2015.02.006. Acesso em: 01 jun. 2024.
APA
Silva Junior, C. R. Á. da, & Beck, A. T. (2015). New method for efficient Monte Carlo-Neumann solution of linear stochastic systems. Probabilistic Engineering Mechanics, 40, 90-96. doi:10.1016/j.probengmech.2015.02.006
NLM
Silva Junior CRÁ da, Beck AT. New method for efficient Monte Carlo-Neumann solution of linear stochastic systems [Internet]. Probabilistic Engineering Mechanics. 2015 ; 40 90-96.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2015.02.006
Vancouver
Silva Junior CRÁ da, Beck AT. New method for efficient Monte Carlo-Neumann solution of linear stochastic systems [Internet]. Probabilistic Engineering Mechanics. 2015 ; 40 90-96.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2015.02.006
Artigo de periodico
Stochastic fracture mechanics using polynomial chaos (2013)
Beck, André Teófilo; Gomes, Wellison José de Santana
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, FADIGA DOS MATERIAIS, POLINÔMIOS, CAOS (SISTEMAS DINÂMICOS)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e GOMES, Wellison José de Santana. Stochastic fracture mechanics using polynomial chaos. Probabilistic Engineering Mechanics, v. 34, p. 26-39, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2013.04.002. Acesso em: 01 jun. 2024.
APA
Beck, A. T., & Gomes, W. J. de S. (2013). Stochastic fracture mechanics using polynomial chaos. Probabilistic Engineering Mechanics, 34, 26-39. doi:10.1016/j.probengmech.2013.04.002
NLM
Beck AT, Gomes WJ de S. Stochastic fracture mechanics using polynomial chaos [Internet]. Probabilistic Engineering Mechanics. 2013 ; 34 26-39.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2013.04.002
Vancouver
Beck AT, Gomes WJ de S. Stochastic fracture mechanics using polynomial chaos [Internet]. Probabilistic Engineering Mechanics. 2013 ; 34 26-39.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2013.04.002
Artigo de periodico
A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty (2012)
Beck, André Teófilo; Gomes, Wellison José de Santana
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e GOMES, Wellison José de Santana. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, v. 28, p. 18-29, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2011.08.007. Acesso em: 01 jun. 2024.
APA
Beck, A. T., & Gomes, W. J. de S. (2012). A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, 28, 18-29. doi:10.1016/j.probengmech.2011.08.007
NLM
Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007
Vancouver
Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007
Artigo de periodico
Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme (2010)
Silva Junior, Cláudio Roberto Ávila da; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE GALERKIN
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA JUNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo. Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme. Probabilistic Engineering Mechanics, v. 25, n. 2, p. 172-182, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2009.10.002. Acesso em: 01 jun. 2024.
APA
Silva Junior, C. R. Á. da, & Beck, A. T. (2010). Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme. Probabilistic Engineering Mechanics, 25( 2), 172-182. doi:10.1016/j.probengmech.2009.10.002
NLM
Silva Junior CRÁ da, Beck AT. Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme [Internet]. Probabilistic Engineering Mechanics. 2010 ; 25( 2): 172-182.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2009.10.002
Vancouver
Silva Junior CRÁ da, Beck AT. Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme [Internet]. Probabilistic Engineering Mechanics. 2010 ; 25( 2): 172-182.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2009.10.002
Artigo de periodico
The random barrier-crossing problem (2008)
Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE MONTE CARLO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo. The random barrier-crossing problem. Probabilistic Engineering Mechanics, v. 23, n. 2-3, p. 134-145, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2007.12.001. Acesso em: 01 jun. 2024.
APA
Beck, A. T. (2008). The random barrier-crossing problem. Probabilistic Engineering Mechanics, 23( 2-3), 134-145. doi:10.1016/j.probengmech.2007.12.001
NLM
Beck AT. The random barrier-crossing problem [Internet]. Probabilistic Engineering Mechanics. 2008 ; 23( 2-3): 134-145.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2007.12.001
Vancouver
Beck AT. The random barrier-crossing problem [Internet]. Probabilistic Engineering Mechanics. 2008 ; 23( 2-3): 134-145.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/j.probengmech.2007.12.001
Artigo de periodico
Maximum entropy pdfs and the moment problem under near-gaussin conditions (2003)
Volpe, Ernani Vitillo ; Baganoff, Donald
Source: Probabilistic Engineering Mechanics. Unidade: EP
Subjects: PROBABILIDADE APLICADA, ENTROPIA, MATEMÁTICA APLICADA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VOLPE, Ernani Vitillo e BAGANOFF, Donald. Maximum entropy pdfs and the moment problem under near-gaussin conditions. Probabilistic Engineering Mechanics, v. 18, n. ja, p. 17-29, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0266-8920(02)00038-3. Acesso em: 01 jun. 2024.
APA
Volpe, E. V., & Baganoff, D. (2003). Maximum entropy pdfs and the moment problem under near-gaussin conditions. Probabilistic Engineering Mechanics, 18( ja), 17-29. doi:10.1016/s0266-8920(02)00038-3
NLM
Volpe EV, Baganoff D. Maximum entropy pdfs and the moment problem under near-gaussin conditions [Internet]. Probabilistic Engineering Mechanics. 2003 ; 18( ja): 17-29.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/s0266-8920(02)00038-3
Vancouver
Volpe EV, Baganoff D. Maximum entropy pdfs and the moment problem under near-gaussin conditions [Internet]. Probabilistic Engineering Mechanics. 2003 ; 18( ja): 17-29.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/s0266-8920(02)00038-3
Artigo de periodico
Probabilistic, treatment of fracture using two failure models (1998)
Ruggieri, Claudio
Source: Probabilistic Engineering Mechanics. Unidade: EP
Assunto: MECÂNICA DA FRATURA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RUGGIERI, Claudio. Probabilistic, treatment of fracture using two failure models. Probabilistic Engineering Mechanics, v. 13, n. 4, p. 309-319, 1998Tradução . . Disponível em: https://doi.org/10.1016/s0266-8920(98)00005-8. Acesso em: 01 jun. 2024.
APA
Ruggieri, C. (1998). Probabilistic, treatment of fracture using two failure models. Probabilistic Engineering Mechanics, 13( 4), 309-319. doi:10.1016/s0266-8920(98)00005-8
NLM
Ruggieri C. Probabilistic, treatment of fracture using two failure models [Internet]. Probabilistic Engineering Mechanics. 1998 ; 13( 4): 309-319.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/s0266-8920(98)00005-8
Vancouver
Ruggieri C. Probabilistic, treatment of fracture using two failure models [Internet]. Probabilistic Engineering Mechanics. 1998 ; 13( 4): 309-319.[citado 2024 jun. 01 ] Available from: https://doi.org/10.1016/s0266-8920(98)00005-8

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