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Artigo de periodico
Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study (2022)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Valdebenito, Marcos; Jensen, Hector
Source: Journal of Structural Engineering. Unidade: EESC
Subjects: ESTRUTURAS, ESTRUTURAS
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ABNT
BECK, André Teófilo et al. Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study. Journal of Structural Engineering, v. 148, n. 1, 2022Tradução . . Disponível em: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196. Acesso em: 09 out. 2024.
APA
Beck, A. T., Ribeiro, L. da R., Valdebenito, M., & Jensen, H. (2022). Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study. Journal of Structural Engineering, 148( 1). doi:10.1061/(ASCE)ST.1943-541X.0003196
NLM
Beck AT, Ribeiro L da R, Valdebenito M, Jensen H. Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study [Internet]. Journal of Structural Engineering. 2022 ; 148( 1):[citado 2024 out. 09 ] Available from: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M, Jensen H. Risk-based design of regular plane frames subject to damage by abnormal events: a conceptual study [Internet]. Journal of Structural Engineering. 2022 ; 148( 1):[citado 2024 out. 09 ] Available from: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196
Artigo de periodico
Application of a reduced order model for fuzzy analysis of linear static systems (2021)
Valdebenito, Marcos A.; Jensen, Hector A.; Pengfei, Wei; Beer, Michael; Beck, André Teófilo
Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. Unidade: EESC
Subjects: SISTEMAS LINEARES, LÓGICA FUZZY, ESTRUTURAS
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ABNT
VALDEBENITO, Marcos A. et al. Application of a reduced order model for fuzzy analysis of linear static systems. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering, v. 7, p. 1-8, 2021Tradução . . Disponível em: https://doi.org/10.1115/1.4050159. Acesso em: 09 out. 2024.
APA
Valdebenito, M. A., Jensen, H. A., Pengfei, W., Beer, M., & Beck, A. T. (2021). Application of a reduced order model for fuzzy analysis of linear static systems. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering, 7, 1-8. doi:10.1115/1.4050159
NLM
Valdebenito MA, Jensen HA, Pengfei W, Beer M, Beck AT. Application of a reduced order model for fuzzy analysis of linear static systems [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 2021 ; 7 1-8.[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4050159
Vancouver
Valdebenito MA, Jensen HA, Pengfei W, Beer M, Beck AT. Application of a reduced order model for fuzzy analysis of linear static systems [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 2021 ; 7 1-8.[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4050159
Artigo de periodico
Updated design wind map for Brazil and impacts on the reliability of built structures (2021)
Pires, Anderson Vinha; Andrade, Sarah da Silva; Matias, Danilo Lima; Silva, Débora Maia; Santos, Thiago Dias dos; Vieira Junior, Luiz Carlos Marcos; Beck, André Teófilo
Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. Unidade: EESC
Subjects: ESTRUTURAS, VENTO, ESTRUTURAS
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ABNT
PIRES, Anderson Vinha et al. Updated design wind map for Brazil and impacts on the reliability of built structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, v. 7, n. 4, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1061/AJRUA6.0001183. Acesso em: 09 out. 2024.
APA
Pires, A. V., Andrade, S. da S., Matias, D. L., Silva, D. M., Santos, T. D. dos, Vieira Junior, L. C. M., & Beck, A. T. (2021). Updated design wind map for Brazil and impacts on the reliability of built structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, 7( 4), 1-16. doi:10.1061/AJRUA6.0001183
NLM
Pires AV, Andrade S da S, Matias DL, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Updated design wind map for Brazil and impacts on the reliability of built structures [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2021 ; 7( 4): 1-16.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/AJRUA6.0001183
Vancouver
Pires AV, Andrade S da S, Matias DL, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Updated design wind map for Brazil and impacts on the reliability of built structures [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2021 ; 7( 4): 1-16.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/AJRUA6.0001183
Artigo de periodico
Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties (2019)
Vieira, Hiparco Lins; Fontes, João Vitor de Carvalho; Beck, André Teófilo; Silva, Maíra Martins da
Source: Journal of Computational and Nonlinear Dynamics. Unidade: EESC
Subjects: MANIPULADORES, ROBUSTEZ, ESTRUTURAS
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ABNT
VIEIRA, Hiparco Lins et al. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties. Journal of Computational and Nonlinear Dynamics, v. 14, n. Ja 2019, p. 021005-1 - 021005-9, 2019Tradução . . Disponível em: https://doi.org/10.1115/1.4042015. Acesso em: 09 out. 2024.
APA
Vieira, H. L., Fontes, J. V. de C., Beck, A. T., & Silva, M. M. da. (2019). Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties. Journal of Computational and Nonlinear Dynamics, 14( Ja 2019), 021005-1 - 021005-9. doi:10.1115/1.4042015
NLM
Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties [Internet]. Journal of Computational and Nonlinear Dynamics. 2019 ; 14( Ja 2019): 021005-1 - 021005-9.[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4042015
Vancouver
Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties [Internet]. Journal of Computational and Nonlinear Dynamics. 2019 ; 14( Ja 2019): 021005-1 - 021005-9.[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4042015
Monografia/livro
Structural reliability analysis and prediction (2018)
Melchers, Robert E.; Beck, André Teófilo
Unidade: EESC
Assunto: ESTABILIDADE ESTRUTURAL
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ABNT
MELCHERS, Robert E. e BECK, André Teófilo. Structural reliability analysis and prediction. . Hoboken, NJ, USA: Wiley. . Acesso em: 09 out. 2024. , 2018
APA
Melchers, R. E., & Beck, A. T. (2018). Structural reliability analysis and prediction. Hoboken, NJ, USA: Wiley.
NLM
Melchers RE, Beck AT. Structural reliability analysis and prediction. 2018 ;[citado 2024 out. 09 ]
Vancouver
Melchers RE, Beck AT. Structural reliability analysis and prediction. 2018 ;[citado 2024 out. 09 ]
Artigo de periodico
Systematic reliability-based approach to progressive collapse (2018)
Felipe, Túlio Raunyr Cândido; Haach, Vladimir Guilherme; Beck, André Teófilo
Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. Unidade: EESC
Subjects: ESTRUTURAS, ESTRUTURAS, VULNERABILIDADE, ROBUSTEZ
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ABNT
FELIPE, Túlio Raunyr Cândido e HAACH, Vladimir Guilherme e BECK, André Teófilo. Systematic reliability-based approach to progressive collapse. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, v. 4, n. 4, p. 04018039-1 - 04018039-9, 2018Tradução . . Disponível em: https://doi.org/10.1061/AJRUA6.0000990. Acesso em: 09 out. 2024.
APA
Felipe, T. R. C., Haach, V. G., & Beck, A. T. (2018). Systematic reliability-based approach to progressive collapse. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, 4( 4), 04018039-1 - 04018039-9. doi:10.1061/AJRUA6.0000990
NLM
Felipe TRC, Haach VG, Beck AT. Systematic reliability-based approach to progressive collapse [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2018 ; 4( 4): 04018039-1 - 04018039-9.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/AJRUA6.0000990
Vancouver
Felipe TRC, Haach VG, Beck AT. Systematic reliability-based approach to progressive collapse [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2018 ; 4( 4): 04018039-1 - 04018039-9.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/AJRUA6.0000990
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
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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: 09 out. 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 out. 09 ]
Vancouver
Silva GA da, Cardoso EL. Optimum design of robust compliant mechanisms with uncertainties in output stiffness. Proceedings. 2018 ;[citado 2024 out. 09 ]
Artigo de periodico
Stochastic averaging of nonlinear oscillators: hilbert transform perspective (2018)
Spanos, Pol Dimitrius; Kougioumtzoglou, Ioannis A.; Santos, Ketson Roberto Maximiano dos; Beck, André Teófilo
Source: Journal of Engineering Mechanics. Unidade: EESC
Subjects: DINÂMICA ESTOCÁSTICA, TRANSFORMADA DE HILBERT
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ABNT
SPANOS, Pol Dimitrius et al. Stochastic averaging of nonlinear oscillators: hilbert transform perspective. Journal of Engineering Mechanics, v. 144, n. 2, p. 04017173-1 - 04017173-9, 2018Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001410. Acesso em: 09 out. 2024.
APA
Spanos, P. D., Kougioumtzoglou, I. A., Santos, K. R. M. dos, & Beck, A. T. (2018). Stochastic averaging of nonlinear oscillators: hilbert transform perspective. Journal of Engineering Mechanics, 144( 2), 04017173-1 - 04017173-9. doi:10.1061/(ASCE)EM.1943-7889.0001410
NLM
Spanos PD, Kougioumtzoglou IA, Santos KRM dos, Beck AT. Stochastic averaging of nonlinear oscillators: hilbert transform perspective [Internet]. Journal of Engineering Mechanics. 2018 ; 144( 2): 04017173-1 - 04017173-9.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001410
Vancouver
Spanos PD, Kougioumtzoglou IA, Santos KRM dos, Beck AT. Stochastic averaging of nonlinear oscillators: hilbert transform perspective [Internet]. Journal of Engineering Mechanics. 2018 ; 144( 2): 04017173-1 - 04017173-9.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001410
Artigo de periodico
Incremental dynamic analysis: a nonlinear stochastic dynamics perspective (2016)
Santos, Ketson Roberto Maximiano dos; Kougioumtzoglou, Ioannis A.; Beck, André Teófilo
Source: Journal of Engineering Mechanics. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, DINÂMICA ESTOCÁSTICA, SISTEMAS NÃO LINEARES, ESTRUTURAS
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ABNT
SANTOS, Ketson Roberto Maximiano dos e KOUGIOUMTZOGLOU, Ioannis A. e BECK, André Teófilo. Incremental dynamic analysis: a nonlinear stochastic dynamics perspective. Journal of Engineering Mechanics, v. 142, n. 10, p. 06016007-1 - 06016007-7, 2016Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001129. Acesso em: 09 out. 2024.
APA
Santos, K. R. M. dos, Kougioumtzoglou, I. A., & Beck, A. T. (2016). Incremental dynamic analysis: a nonlinear stochastic dynamics perspective. Journal of Engineering Mechanics, 142( 10), 06016007-1 - 06016007-7. doi:10.1061/(ASCE)EM.1943-7889.0001129
NLM
Santos KRM dos, Kougioumtzoglou IA, Beck AT. Incremental dynamic analysis: a nonlinear stochastic dynamics perspective [Internet]. Journal of Engineering Mechanics. 2016 ; 142( 10): 06016007-1 - 06016007-7.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001129
Vancouver
Santos KRM dos, Kougioumtzoglou IA, Beck AT. Incremental dynamic analysis: a nonlinear stochastic dynamics perspective [Internet]. Journal of Engineering Mechanics. 2016 ; 142( 10): 06016007-1 - 06016007-7.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001129
Artigo de periodico
Serviceability performance evaluation of helical piles under uplift loading (2016)
Zapata Mosquera, Zorany Suley; Tsuha, Cristina de Hollanda Cavalcanti; Beck, André Teófilo
Source: Journal of Performance of Constructed Facilities. Unidade: EESC
Subjects: TEORIA DA CONFIABILIDADE, ESTRUTURAS
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ABNT
ZAPATA MOSQUERA, Zorany Suley e TSUHA, Cristina de Hollanda Cavalcanti e BECK, André Teófilo. Serviceability performance evaluation of helical piles under uplift loading. Journal of Performance of Constructed Facilities, v. 30, n. 4, p. 04015070-1 - 04015070-11, 2016Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000805. Acesso em: 09 out. 2024.
APA
Zapata Mosquera, Z. S., Tsuha, C. de H. C., & Beck, A. T. (2016). Serviceability performance evaluation of helical piles under uplift loading. Journal of Performance of Constructed Facilities, 30( 4), 04015070-1 - 04015070-11. doi:10.1061/(ASCE)CF.1943-5509.0000805
NLM
Zapata Mosquera ZS, Tsuha C de HC, Beck AT. Serviceability performance evaluation of helical piles under uplift loading [Internet]. Journal of Performance of Constructed Facilities. 2016 ; 30( 4): 04015070-1 - 04015070-11.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000805
Vancouver
Zapata Mosquera ZS, Tsuha C de HC, Beck AT. Serviceability performance evaluation of helical piles under uplift loading [Internet]. Journal of Performance of Constructed Facilities. 2016 ; 30( 4): 04015070-1 - 04015070-11.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000805
Artigo de periodico
A fast convergence parameter for Monte Carlo-Neumann solution of linear stochastic systems (2015)
Silva Junior, Claudio Roberto Ávila da; Beck, André Teófilo
Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 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. A fast convergence parameter for Monte Carlo-Neumann solution of linear stochastic systems. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering, v. 1, p. 021003(1-8), 2015Tradução . . Disponível em: https://doi.org/10.1115/1.4029741. Acesso em: 09 out. 2024.
APA
Silva Junior, C. R. Á. da, & Beck, A. T. (2015). A fast convergence parameter for Monte Carlo-Neumann solution of linear stochastic systems. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering, 1, 021003(1-8). doi:10.1115/1.4029741
NLM
Silva Junior CRÁ da, Beck AT. A fast convergence parameter for Monte Carlo-Neumann solution of linear stochastic systems [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 2015 ; 1 021003(1-8).[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4029741
Vancouver
Silva Junior CRÁ da, Beck AT. A fast convergence parameter for Monte Carlo-Neumann solution of linear stochastic systems [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 2015 ; 1 021003(1-8).[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4029741
Artigo de periodico
Efficient bounds for the Monte Carlo-Neumann solution of stochastic systems (2014)
Silva Junior, Cláudio Roberto Ávila da; Beck, André Teófilo
Source: Applied Mathematics and Computation. Unidade: EESC
Subjects: MÉTODO DE MONTE CARLO, PROCESSOS ESTOCÁSTICOS
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. Efficient bounds for the Monte Carlo-Neumann solution of stochastic systems. Applied Mathematics and Computation, v. 248, p. 672-686, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.amc.2014.09.126. Acesso em: 09 out. 2024.
APA
Silva Junior, C. R. Á. da, & Beck, A. T. (2014). Efficient bounds for the Monte Carlo-Neumann solution of stochastic systems. Applied Mathematics and Computation, 248, 672-686. doi:10.1016/j.amc.2014.09.126
NLM
Silva Junior CRÁ da, Beck AT. Efficient bounds for the Monte Carlo-Neumann solution of stochastic systems [Internet]. Applied Mathematics and Computation. 2014 ; 248 672-686.[citado 2024 out. 09 ] Available from: https://doi.org/10.1016/j.amc.2014.09.126
Vancouver
Silva Junior CRÁ da, Beck AT. Efficient bounds for the Monte Carlo-Neumann solution of stochastic systems [Internet]. Applied Mathematics and Computation. 2014 ; 248 672-686.[citado 2024 out. 09 ] Available from: https://doi.org/10.1016/j.amc.2014.09.126
Artigo de periodico
Design-point excitation for crack propagation under narrow-band random loading (2013)
Moustapha, Maliki; Beck, André Teófilo; Bourinet, Jean-Marc
Source: International Journal for Uncertainty Quantification. Unidade: EESC
Subjects: FADIGA DOS MATERIAIS, DESENVOLVIMENTO DE SOFTWARE, ALGORITMOS
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ABNT
MOUSTAPHA, Maliki e BECK, André Teófilo e BOURINET, Jean-Marc. Design-point excitation for crack propagation under narrow-band random loading. International Journal for Uncertainty Quantification, v. 3, n. 6, p. 541-553, 2013Tradução . . Disponível em: https://doi.org/10.1615/Int.J.UncertaintyQuantification.2013005074. Acesso em: 09 out. 2024.
APA
Moustapha, M., Beck, A. T., & Bourinet, J. -M. (2013). Design-point excitation for crack propagation under narrow-band random loading. International Journal for Uncertainty Quantification, 3( 6), 541-553. doi:10.1615/Int.J.UncertaintyQuantification.2013005074
NLM
Moustapha M, Beck AT, Bourinet J-M. Design-point excitation for crack propagation under narrow-band random loading [Internet]. International Journal for Uncertainty Quantification. 2013 ; 3( 6): 541-553.[citado 2024 out. 09 ] Available from: https://doi.org/10.1615/Int.J.UncertaintyQuantification.2013005074
Vancouver
Moustapha M, Beck AT, Bourinet J-M. Design-point excitation for crack propagation under narrow-band random loading [Internet]. International Journal for Uncertainty Quantification. 2013 ; 3( 6): 541-553.[citado 2024 out. 09 ] Available from: https://doi.org/10.1615/Int.J.UncertaintyQuantification.2013005074
Artigo de periodico-apres/intr
Special issue on uncertainty quantification and stochastic modeling (2013)
Beck, André Teófilo; Trindade, Marcelo Areias
Source: International Journal for Uncertainty Quantification. Unidade: EESC
Assunto: ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e TRINDADE, Marcelo Areias. Special issue on uncertainty quantification and stochastic modeling. International Journal for Uncertainty Quantification. Redding: Escola de Engenharia de São Carlos, Universidade de São Paulo. Disponível em: https://doi.org/10.1615/Int.J.UncertaintyQuantification.2013007487. Acesso em: 09 out. 2024. , 2013
APA
Beck, A. T., & Trindade, M. A. (2013). Special issue on uncertainty quantification and stochastic modeling. International Journal for Uncertainty Quantification. Redding: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1615/Int.J.UncertaintyQuantification.2013007487
NLM
Beck AT, Trindade MA. Special issue on uncertainty quantification and stochastic modeling [Internet]. International Journal for Uncertainty Quantification. 2013 ; 3( 6): vii-viii.[citado 2024 out. 09 ] Available from: https://doi.org/10.1615/Int.J.UncertaintyQuantification.2013007487
Vancouver
Beck AT, Trindade MA. Special issue on uncertainty quantification and stochastic modeling [Internet]. International Journal for Uncertainty Quantification. 2013 ; 3( 6): vii-viii.[citado 2024 out. 09 ] Available from: https://doi.org/10.1615/Int.J.UncertaintyQuantification.2013007487
Artigo de periodico
Galerkin solution of stochastic reaction-diffusion problems (2013)
Silva Júnior, Cláudio Roberto Ávila da; Beck, André Teófilo; Franco, Admilson Teixeira; Suarez, Oscar Alfredo Garcia de
Source: Journal of Heat Transfer. Unidade: EESC
Subjects: MÉTODO DE MONTE CARLO (SIMULAÇÃO), MÉTODO DE GALERKIN
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ABNT
SILVA JÚNIOR, Cláudio Roberto Ávila da et al. Galerkin solution of stochastic reaction-diffusion problems. Journal of Heat Transfer, v. 135, n. 7, p. 071201(1-12), 2013Tradução . . Disponível em: https://doi.org/10.1115/1.4023938. Acesso em: 09 out. 2024.
APA
Silva Júnior, C. R. Á. da, Beck, A. T., Franco, A. T., & Suarez, O. A. G. de. (2013). Galerkin solution of stochastic reaction-diffusion problems. Journal of Heat Transfer, 135( 7), 071201(1-12). doi:10.1115/1.4023938
NLM
Silva Júnior CRÁ da, Beck AT, Franco AT, Suarez OAG de. Galerkin solution of stochastic reaction-diffusion problems [Internet]. Journal of Heat Transfer. 2013 ; 135( 7): 071201(1-12).[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4023938
Vancouver
Silva Júnior CRÁ da, Beck AT, Franco AT, Suarez OAG de. Galerkin solution of stochastic reaction-diffusion problems [Internet]. Journal of Heat Transfer. 2013 ; 135( 7): 071201(1-12).[citado 2024 out. 09 ] Available from: https://doi.org/10.1115/1.4023938
Artigo de periodico
Bolted connections in cold-formed steel: reliability analysis for rupture in net section (2013)
Bolandim, Emerson Alexandro; Beck, André Teófilo; Malite, Maximiliano
Source: Journal of Structural Engineering. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BOLANDIM, Emerson Alexandro e BECK, André Teófilo e MALITE, Maximiliano. Bolted connections in cold-formed steel: reliability analysis for rupture in net section. Journal of Structural Engineering, v. 139, p. 748-756, 2013Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000566. Acesso em: 09 out. 2024.
APA
Bolandim, E. A., Beck, A. T., & Malite, M. (2013). Bolted connections in cold-formed steel: reliability analysis for rupture in net section. Journal of Structural Engineering, 139, 748-756. doi:10.1061/(ASCE)ST.1943-541X.0000566
NLM
Bolandim EA, Beck AT, Malite M. Bolted connections in cold-formed steel: reliability analysis for rupture in net section [Internet]. Journal of Structural Engineering. 2013 ; 139 748-756.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000566
Vancouver
Bolandim EA, Beck AT, Malite M. Bolted connections in cold-formed steel: reliability analysis for rupture in net section [Internet]. Journal of Structural Engineering. 2013 ; 139 748-756.[citado 2024 out. 09 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000566
Artigo de periodico
The Tikhonov regularization method in elastoplasticity (2012)
Deus, Hilbeth Parente Azikri de; Silva Junior, Claudio Roberto Ávila da; Belo, Ivan Moura; Beck, André Teófilo
Source: Applied Mathematical Modelling. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DE GALERKIN
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ABNT
DEUS, Hilbeth Parente Azikri de et al. The Tikhonov regularization method in elastoplasticity. Applied Mathematical Modelling, v. 36, n. 10, p. 4687-4707, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.apm.2011.11.086. Acesso em: 09 out. 2024.
APA
Deus, H. P. A. de, Silva Junior, C. R. Á. da, Belo, I. M., & Beck, A. T. (2012). The Tikhonov regularization method in elastoplasticity. Applied Mathematical Modelling, 36( 10), 4687-4707. doi:10.1016/j.apm.2011.11.086
NLM
Deus HPA de, Silva Junior CRÁ da, Belo IM, Beck AT. The Tikhonov regularization method in elastoplasticity [Internet]. Applied Mathematical Modelling. 2012 ; 36( 10): 4687-4707.[citado 2024 out. 09 ] Available from: https://doi.org/10.1016/j.apm.2011.11.086
Vancouver
Deus HPA de, Silva Junior CRÁ da, Belo IM, Beck AT. The Tikhonov regularization method in elastoplasticity [Internet]. Applied Mathematical Modelling. 2012 ; 36( 10): 4687-4707.[citado 2024 out. 09 ] Available from: https://doi.org/10.1016/j.apm.2011.11.086
Trabalho de evento
Challenges in finding the design point with highly non-Gaussian bounded random variables (2012)
Beck, André Teófilo
Source: Proceedings. Conference titles: Joint Conference of the Engineering Mechanics Institute. Unidade: EESC
Assunto: ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo. Challenges in finding the design point with highly non-Gaussian bounded random variables. 2012, Anais.. Notre Dame: University of Notre Dame, 2012. . Acesso em: 09 out. 2024.
APA
Beck, A. T. (2012). Challenges in finding the design point with highly non-Gaussian bounded random variables. In Proceedings. Notre Dame: University of Notre Dame.
NLM
Beck AT. Challenges in finding the design point with highly non-Gaussian bounded random variables. Proceedings. 2012 ;[citado 2024 out. 09 ]
Vancouver
Beck AT. Challenges in finding the design point with highly non-Gaussian bounded random variables. Proceedings. 2012 ;[citado 2024 out. 09 ]
Artigo de periodico
On the robustness of structural risk optimization with respect to epistemic uncertainties (2012)
Beck, André Teófilo; Gomes, Wellison José de Santana; Bazán, Felipe Alexander Vargas
Source: International Journal for Uncertainty Quantification. Unidade: EESC
Subjects: ANÁLISE DE RISCO, LÓGICA FUZZY, ESTRUTURAS (CONFIABILIDADE)
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 e BAZÁN, Felipe Alexander Vargas. On the robustness of structural risk optimization with respect to epistemic uncertainties. International Journal for Uncertainty Quantification, v. 2, n. 1, p. 1-20, 2012Tradução . . Disponível em: https://doi.org/10.1615/Int.J.UncertaintyQuantification.v2.i1.20. Acesso em: 09 out. 2024.
APA
Beck, A. T., Gomes, W. J. de S., & Bazán, F. A. V. (2012). On the robustness of structural risk optimization with respect to epistemic uncertainties. International Journal for Uncertainty Quantification, 2( 1), 1-20. doi:10.1615/Int.J.UncertaintyQuantification.v2.i1.20
NLM
Beck AT, Gomes WJ de S, Bazán FAV. On the robustness of structural risk optimization with respect to epistemic uncertainties [Internet]. International Journal for Uncertainty Quantification. 2012 ; 2( 1): 1-20.[citado 2024 out. 09 ] Available from: https://doi.org/10.1615/Int.J.UncertaintyQuantification.v2.i1.20
Vancouver
Beck AT, Gomes WJ de S, Bazán FAV. On the robustness of structural risk optimization with respect to epistemic uncertainties [Internet]. International Journal for Uncertainty Quantification. 2012 ; 2( 1): 1-20.[citado 2024 out. 09 ] Available from: https://doi.org/10.1615/Int.J.UncertaintyQuantification.v2.i1.20
Artigo de periodico
New optimization algorithms for structural reliability analysis (2012)
Santos, Solange Regina dos; Matioli, Luiz Carlos; Beck, André Teófilo
Source: Computer Modeling in Engineering and Sciences - CMES. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), PROGRAMAÇÃO NÃO LINEAR, ALGORITMOS (OTIMIZAÇÃO)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Solange Regina dos e MATIOLI, Luiz Carlos e BECK, André Teófilo. New optimization algorithms for structural reliability analysis. Computer Modeling in Engineering and Sciences - CMES, v. 83, n. 1, p. 23-55, 2012Tradução . . Disponível em: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf. Acesso em: 09 out. 2024.
APA
Santos, S. R. dos, Matioli, L. C., & Beck, A. T. (2012). New optimization algorithms for structural reliability analysis. Computer Modeling in Engineering and Sciences - CMES, 83( 1), 23-55. doi:10.3970/cmes.2012.083.023
NLM
Santos SR dos, Matioli LC, Beck AT. New optimization algorithms for structural reliability analysis [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2012 ; 83( 1): 23-55.[citado 2024 out. 09 ] Available from: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf
Vancouver
Santos SR dos, Matioli LC, Beck AT. New optimization algorithms for structural reliability analysis [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2012 ; 83( 1): 23-55.[citado 2024 out. 09 ] Available from: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf

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