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Artigo de periodico
Determination of material properties of a linearly elastic peridynamic material (2022)
Aguiar, Adair Roberto ; Seitenfuss, Alan B
Source: Mathematics and Mechanics of Solids. Unidade: EESC
Assunto: ELASTICIDADE DAS ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e SEITENFUSS, Alan B. Determination of material properties of a linearly elastic peridynamic material. Mathematics and Mechanics of Solids, v. 27, n. 6, p. 1069-1091, 2022Tradução . . Disponível em: https://doi.org/10.1177/10812865211051406. Acesso em: 09 nov. 2024.
APA
Aguiar, A. R., & Seitenfuss, A. B. (2022). Determination of material properties of a linearly elastic peridynamic material. Mathematics and Mechanics of Solids, 27( 6), 1069-1091. doi:10.1177/10812865211051406
NLM
Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Mathematics and Mechanics of Solids. 2022 ; 27( 6): 1069-1091.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1177/10812865211051406
Vancouver
Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Mathematics and Mechanics of Solids. 2022 ; 27( 6): 1069-1091.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1177/10812865211051406
Artigo de periodico
Effective slenderness ratio approach for thin-walled angle columns connected by the leg (2021)
Branquinho, Maria Ávila; Malite, Maximiliano
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, FLAMBAGEM, ESTRUTURAS
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ABNT
BRANQUINHO, Maria Ávila e MALITE, Maximiliano. Effective slenderness ratio approach for thin-walled angle columns connected by the leg. Journal of Constructional Steel Research, v. 176, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2020.106434. Acesso em: 09 nov. 2024.
APA
Branquinho, M. Á., & Malite, M. (2021). Effective slenderness ratio approach for thin-walled angle columns connected by the leg. Journal of Constructional Steel Research, 176, 1-19. doi:10.1016/j.jcsr.2020.106434
NLM
Branquinho MÁ, Malite M. Effective slenderness ratio approach for thin-walled angle columns connected by the leg [Internet]. Journal of Constructional Steel Research. 2021 ; 176 1-19.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
Vancouver
Branquinho MÁ, Malite M. Effective slenderness ratio approach for thin-walled angle columns connected by the leg [Internet]. Journal of Constructional Steel Research. 2021 ; 176 1-19.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
Artigo de periodico
Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars (2020)
Grossi, Luiz Gustavo Fernandes; Santos, Carol Ferreira Rezende; Malite, Maximiliano
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, CISALHAMENTO, LAJES, ESTRUTURAS
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ABNT
GROSSI, Luiz Gustavo Fernandes e SANTOS, Carol Ferreira Rezende e MALITE, Maximiliano. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars. Journal of Constructional Steel Research, v. 166, p. 1-12, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2019.105908. Acesso em: 09 nov. 2024.
APA
Grossi, L. G. F., Santos, C. F. R., & Malite, M. (2020). Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars. Journal of Constructional Steel Research, 166, 1-12. doi:10.1016/j.jcsr.2019.105908
NLM
Grossi LGF, Santos CFR, Malite M. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars [Internet]. Journal of Constructional Steel Research. 2020 ; 166 1-12.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2019.105908
Vancouver
Grossi LGF, Santos CFR, Malite M. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars [Internet]. Journal of Constructional Steel Research. 2020 ; 166 1-12.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2019.105908
Artigo de periodico
Fire behavior of steel and partially encased composite columns embedded on walls (2018)
Rocha, Fabio Martin; Rodrigues, João Paulo C.; Munaiar Neto, Jorge
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: AÇO, CONCRETO, PAREDES, ESTRUTURAS MISTAS, ESTRUTURAS
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ABNT
ROCHA, Fabio Martin e RODRIGUES, João Paulo C. e MUNAIAR NETO, Jorge. Fire behavior of steel and partially encased composite columns embedded on walls. Journal of Constructional Steel Research, v. 149, p. 105-118, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2018.07.014. Acesso em: 09 nov. 2024.
APA
Rocha, F. M., Rodrigues, J. P. C., & Munaiar Neto, J. (2018). Fire behavior of steel and partially encased composite columns embedded on walls. Journal of Constructional Steel Research, 149, 105-118. doi:10.1016/j.jcsr.2018.07.014
NLM
Rocha FM, Rodrigues JPC, Munaiar Neto J. Fire behavior of steel and partially encased composite columns embedded on walls [Internet]. Journal of Constructional Steel Research. 2018 ; 149 105-118.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2018.07.014
Vancouver
Rocha FM, Rodrigues JPC, Munaiar Neto J. Fire behavior of steel and partially encased composite columns embedded on walls [Internet]. Journal of Constructional Steel Research. 2018 ; 149 105-118.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2018.07.014
Artigo de periodico
Experimental and numerical investigation of cold-formed steel double angle members under compression (2016)
Maia, Wanderson Fernando; Vieira Junior, Luiz Carlos Marcos; Schafer, Benjamin William; Malite, Maximiliano
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS
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ABNT
MAIA, Wanderson Fernando et al. Experimental and numerical investigation of cold-formed steel double angle members under compression. Journal of Constructional Steel Research, v. 121, p. 398-412, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2016.03.003. Acesso em: 09 nov. 2024.
APA
Maia, W. F., Vieira Junior, L. C. M., Schafer, B. W., & Malite, M. (2016). Experimental and numerical investigation of cold-formed steel double angle members under compression. Journal of Constructional Steel Research, 121, 398-412. doi:10.1016/j.jcsr.2016.03.003
NLM
Maia WF, Vieira Junior LCM, Schafer BW, Malite M. Experimental and numerical investigation of cold-formed steel double angle members under compression [Internet]. Journal of Constructional Steel Research. 2016 ; 121 398-412.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2016.03.003
Vancouver
Maia WF, Vieira Junior LCM, Schafer BW, Malite M. Experimental and numerical investigation of cold-formed steel double angle members under compression [Internet]. Journal of Constructional Steel Research. 2016 ; 121 398-412.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.jcsr.2016.03.003
Trabalho de evento
Robust optimization, risk optimization and robust risk optimization under uncertainties (2015)
Beck, André Teófilo
Source: Proceedings. Conference titles: International Probabilistic Workshop - IPW. Unidade: EESC
Subjects: RISCO (OTIMIZAÇÃO), TEORIA DA CONFIABILIDADE, ESTRUTURAS
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ABNT
BECK, André Teófilo. Robust optimization, risk optimization and robust risk optimization under uncertainties. 2015, Anais.. Liverpool, UK: University of Liverpool, 2015. . Acesso em: 09 nov. 2024.
APA
Beck, A. T. (2015). Robust optimization, risk optimization and robust risk optimization under uncertainties. In Proceedings. Liverpool, UK: University of Liverpool.
NLM
Beck AT. Robust optimization, risk optimization and robust risk optimization under uncertainties. Proceedings. 2015 ;[citado 2024 nov. 09 ]
Vancouver
Beck AT. Robust optimization, risk optimization and robust risk optimization under uncertainties. Proceedings. 2015 ;[citado 2024 nov. 09 ]
Parte de monografia/livro
Fracture analysis of viscoelastic nonhomogeneous media using boundary element method (2014)
Oliveira, Hugo Luiz; Leonel, Edson Denner
Source: Advances in boundary element and meshless techniques XV. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, VISCOELASTICIDADE DAS ESTRUTURAS
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ABNT
OLIVEIRA, Hugo Luiz e LEONEL, Edson Denner. Fracture analysis of viscoelastic nonhomogeneous media using boundary element method. Advances in boundary element and meshless techniques XV. Tradução . Eastleigh: EC, 2014. . . Acesso em: 09 nov. 2024.
APA
Oliveira, H. L., & Leonel, E. D. (2014). Fracture analysis of viscoelastic nonhomogeneous media using boundary element method. In Advances in boundary element and meshless techniques XV. Eastleigh: EC.
NLM
Oliveira HL, Leonel ED. Fracture analysis of viscoelastic nonhomogeneous media using boundary element method. In: Advances in boundary element and meshless techniques XV. Eastleigh: EC; 2014. [citado 2024 nov. 09 ]
Vancouver
Oliveira HL, Leonel ED. Fracture analysis of viscoelastic nonhomogeneous media using boundary element method. In: Advances in boundary element and meshless techniques XV. Eastleigh: EC; 2014. [citado 2024 nov. 09 ]
Artigo de periodico
Global structural optimization considering expected consequences of failure and using ANN surrogates (2013)
Gomes, Wellison José de Santana; Beck, André Teófilo
Source: Computers and Structures. Unidade: EESC
Subjects: ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO), REDES NEURAIS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo. Global structural optimization considering expected consequences of failure and using ANN surrogates. Computers and Structures, v. 126, p. 56-68, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.compstruc.2012.10.013. Acesso em: 09 nov. 2024.
APA
Gomes, W. J. de S., & Beck, A. T. (2013). Global structural optimization considering expected consequences of failure and using ANN surrogates. Computers and Structures, 126, 56-68. doi:10.1016/j.compstruc.2012.10.013
NLM
Gomes WJ de S, Beck AT. Global structural optimization considering expected consequences of failure and using ANN surrogates [Internet]. Computers and Structures. 2013 ; 126 56-68.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.compstruc.2012.10.013
Vancouver
Gomes WJ de S, Beck AT. Global structural optimization considering expected consequences of failure and using ANN surrogates [Internet]. Computers and Structures. 2013 ; 126 56-68.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.compstruc.2012.10.013
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)
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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: 09 nov. 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 nov. 09 ] 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 nov. 09 ] Available from: https://doi.org/10.1016/j.probengmech.2013.04.002
Artigo de periodico
Optimal inspection planning for onshore pipelines subject to external corrosion (2013)
Gomes, Wellison José de Santana; Beck, André Teófilo ; Haukaas, Terje
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: CORROSÃO, GASODUTOS, OTIMIZAÇÃO ESTOCÁSTICA, MÉTODO DE MONTE CARLO
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ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo e HAUKAAS, Terje. Optimal inspection planning for onshore pipelines subject to external corrosion. Reliability Engineering and System Safety, v. 118, p. 18-27, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2013.04.011. Acesso em: 09 nov. 2024.
APA
Gomes, W. J. de S., Beck, A. T., & Haukaas, T. (2013). Optimal inspection planning for onshore pipelines subject to external corrosion. Reliability Engineering and System Safety, 118, 18-27. doi:10.1016/j.ress.2013.04.011
NLM
Gomes WJ de S, Beck AT, Haukaas T. Optimal inspection planning for onshore pipelines subject to external corrosion [Internet]. Reliability Engineering and System Safety. 2013 ; 118 18-27.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.ress.2013.04.011
Vancouver
Gomes WJ de S, Beck AT, Haukaas T. Optimal inspection planning for onshore pipelines subject to external corrosion [Internet]. Reliability Engineering and System Safety. 2013 ; 118 18-27.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.ress.2013.04.011
Artigo de periodico
Stochastic process corrosion growth models for pipeline reliability (2013)
Bazán, Felipe Alexander Vargas; Beck, André Teófilo
Source: Corrosion Science. Unidade: EESC
Subjects: CORROSÃO, GASODUTOS, PROCESSOS ESTOCÁSTICOS
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ABNT
BAZÁN, Felipe Alexander Vargas e BECK, André Teófilo. Stochastic process corrosion growth models for pipeline reliability. Corrosion Science, v. 74, p. 50-58, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.corsci.2013.04.011. Acesso em: 09 nov. 2024.
APA
Bazán, F. A. V., & Beck, A. T. (2013). Stochastic process corrosion growth models for pipeline reliability. Corrosion Science, 74, 50-58. doi:10.1016/j.corsci.2013.04.011
NLM
Bazán FAV, Beck AT. Stochastic process corrosion growth models for pipeline reliability [Internet]. Corrosion Science. 2013 ; 74 50-58.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.corsci.2013.04.011
Vancouver
Bazán FAV, Beck AT. Stochastic process corrosion growth models for pipeline reliability [Internet]. Corrosion Science. 2013 ; 74 50-58.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.corsci.2013.04.011
Trabalho de evento
Reliability-based code calibration: case study of brazilian structural design codes (2010)
Beck, André Teófilo ; Souza Junior, Antonio Carlos de
Source: Proceedings. Conference titles: International Conference on Structural Safety and Reliability. Unidade: EESC
Assunto: ESTRUTURAS METÁLICAS
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ABNT
BECK, André Teófilo e SOUZA JUNIOR, Antonio Carlos de. Reliability-based code calibration: case study of brazilian structural design codes. 2010, Anais.. London: Taylor & Francis, 2010. . Acesso em: 09 nov. 2024.
APA
Beck, A. T., & Souza Junior, A. C. de. (2010). Reliability-based code calibration: case study of brazilian structural design codes. In Proceedings. London: Taylor & Francis.
NLM
Beck AT, Souza Junior AC de. Reliability-based code calibration: case study of brazilian structural design codes. Proceedings. 2010 ;[citado 2024 nov. 09 ]
Vancouver
Beck AT, Souza Junior AC de. Reliability-based code calibration: case study of brazilian structural design codes. Proceedings. 2010 ;[citado 2024 nov. 09 ]
Artigo de periodico
A non-local anisotropic damage model for brittle materials (2007)
Ramalho, Marcio Antonio; Papa, E.; Taliercio, A.
Source: Transactions on the Built Environment. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CONCRETO, DANO, ESTRUTURAS
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ABNT
RAMALHO, Marcio Antonio e PAPA, E. e TALIERCIO, A. A non-local anisotropic damage model for brittle materials. Transactions on the Built Environment, v. 95, p. 505-514, 2007Tradução . . Disponível em: https://doi.org/10.2495/STR070471. Acesso em: 09 nov. 2024.
APA
Ramalho, M. A., Papa, E., & Taliercio, A. (2007). A non-local anisotropic damage model for brittle materials. Transactions on the Built Environment, 95, 505-514. doi:10.2495/STR070471
NLM
Ramalho MA, Papa E, Taliercio A. A non-local anisotropic damage model for brittle materials [Internet]. Transactions on the Built Environment. 2007 ; 95 505-514.[citado 2024 nov. 09 ] Available from: https://doi.org/10.2495/STR070471
Vancouver
Ramalho MA, Papa E, Taliercio A. A non-local anisotropic damage model for brittle materials [Internet]. Transactions on the Built Environment. 2007 ; 95 505-514.[citado 2024 nov. 09 ] Available from: https://doi.org/10.2495/STR070471
Artigo de periodico
On error estimator and p-adaptivity in the generalized finite element method (2004)
Barros, Felício Bruzzi; Proença, Sérgio Persival Baroncini; Barcellos, Clovis Sperb de
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DO DANO
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ABNT
BARROS, Felício Bruzzi e PROENÇA, Sérgio Persival Baroncini e BARCELLOS, Clovis Sperb de. On error estimator and p-adaptivity in the generalized finite element method. International Journal for Numerical Methods in Engineering, v. 60, n. 14, p. 2373-2398, 2004Tradução . . Disponível em: https://doi.org/10.1002/nme.1048. Acesso em: 09 nov. 2024.
APA
Barros, F. B., Proença, S. P. B., & Barcellos, C. S. de. (2004). On error estimator and p-adaptivity in the generalized finite element method. International Journal for Numerical Methods in Engineering, 60( 14), 2373-2398. doi:10.1002/nme.1048
NLM
Barros FB, Proença SPB, Barcellos CS de. On error estimator and p-adaptivity in the generalized finite element method [Internet]. International Journal for Numerical Methods in Engineering. 2004 ; 60( 14): 2373-2398.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/nme.1048
Vancouver
Barros FB, Proença SPB, Barcellos CS de. On error estimator and p-adaptivity in the generalized finite element method [Internet]. International Journal for Numerical Methods in Engineering. 2004 ; 60( 14): 2373-2398.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/nme.1048
Artigo de periodico
A new procedure for the analysis of construction loads in multistory reinforced concrete structures (2003)
Prado, José Fernão Miranda de Almeida; Corrêa, Márcio Roberto Silva; Ramalho, Marcio Antonio
Source: The Structural Design of Tall and Special Buildings. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, EDIFÍCIOS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
PRADO, José Fernão Miranda de Almeida e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. A new procedure for the analysis of construction loads in multistory reinforced concrete structures. The Structural Design of Tall and Special Buildings, v. 12, n. 4, p. 293-315, 2003Tradução . . Disponível em: https://doi.org/10.1002/tal.223. Acesso em: 09 nov. 2024.
APA
Prado, J. F. M. de A., Corrêa, M. R. S., & Ramalho, M. A. (2003). A new procedure for the analysis of construction loads in multistory reinforced concrete structures. The Structural Design of Tall and Special Buildings, 12( 4), 293-315. doi:10.1002/tal.223
NLM
Prado JFM de A, Corrêa MRS, Ramalho MA. A new procedure for the analysis of construction loads in multistory reinforced concrete structures [Internet]. The Structural Design of Tall and Special Buildings. 2003 ; 12( 4): 293-315.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/tal.223
Vancouver
Prado JFM de A, Corrêa MRS, Ramalho MA. A new procedure for the analysis of construction loads in multistory reinforced concrete structures [Internet]. The Structural Design of Tall and Special Buildings. 2003 ; 12( 4): 293-315.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/tal.223
Artigo de periodico
A two‐dimensional BEM/FEM coupling applied to viscoelastic analysis of composite domains (2003)
Mesquita, Arthur Dias; Coda, Henrique Breves
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
MESQUITA, Arthur Dias e CODA, Henrique Breves. A two‐dimensional BEM/FEM coupling applied to viscoelastic analysis of composite domains. International Journal for Numerical Methods in Engineering, v. 57, n. 2, p. 251-270, 2003Tradução . . Disponível em: https://doi.org/10.1002/nme.676. Acesso em: 09 nov. 2024.
APA
Mesquita, A. D., & Coda, H. B. (2003). A two‐dimensional BEM/FEM coupling applied to viscoelastic analysis of composite domains. International Journal for Numerical Methods in Engineering, 57( 2), 251-270. doi:10.1002/nme.676
NLM
Mesquita AD, Coda HB. A two‐dimensional BEM/FEM coupling applied to viscoelastic analysis of composite domains [Internet]. International Journal for Numerical Methods in Engineering. 2003 ; 57( 2): 251-270.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/nme.676
Vancouver
Mesquita AD, Coda HB. A two‐dimensional BEM/FEM coupling applied to viscoelastic analysis of composite domains [Internet]. International Journal for Numerical Methods in Engineering. 2003 ; 57( 2): 251-270.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/nme.676
Artigo de periodico
An implicit BEM formulation for gradient plasticity and localization phenomena (2002)
Benallal, Ahmed; Fudoli, Carlos Alberto; Venturini, Wilson Sérgio
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
BENALLAL, Ahmed e FUDOLI, Carlos Alberto e VENTURINI, Wilson Sérgio. An implicit BEM formulation for gradient plasticity and localization phenomena. International Journal for Numerical Methods in Engineering, v. 53, n. 8, p. 1853-1869, 2002Tradução . . Disponível em: https://doi.org/10.1002/nme.365. Acesso em: 09 nov. 2024.
APA
Benallal, A., Fudoli, C. A., & Venturini, W. S. (2002). An implicit BEM formulation for gradient plasticity and localization phenomena. International Journal for Numerical Methods in Engineering, 53( 8), 1853-1869. doi:10.1002/nme.365
NLM
Benallal A, Fudoli CA, Venturini WS. An implicit BEM formulation for gradient plasticity and localization phenomena [Internet]. International Journal for Numerical Methods in Engineering. 2002 ; 53( 8): 1853-1869.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/nme.365
Vancouver
Benallal A, Fudoli CA, Venturini WS. An implicit BEM formulation for gradient plasticity and localization phenomena [Internet]. International Journal for Numerical Methods in Engineering. 2002 ; 53( 8): 1853-1869.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1002/nme.365
Trabalho de evento
Behaviour of tubular space truss connections with stamped end bars (2002)
Souza, Alex Sander Clemente de; Gonçalves, Roberto Martins; Malite, Maximiliano
Source: Proceedings. Conference titles: International Conference on Space Structures. Unidade: EESC
Subjects: ESTRUTURAS ESPACIAIS, ESTRUTURAS METÁLICAS
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ABNT
SOUZA, Alex Sander Clemente de e GONÇALVES, Roberto Martins e MALITE, Maximiliano. Behaviour of tubular space truss connections with stamped end bars. 2002, Anais.. London: Thomas Telford, 2002. . Acesso em: 09 nov. 2024.
APA
Souza, A. S. C. de, Gonçalves, R. M., & Malite, M. (2002). Behaviour of tubular space truss connections with stamped end bars. In Proceedings. London: Thomas Telford.
NLM
Souza ASC de, Gonçalves RM, Malite M. Behaviour of tubular space truss connections with stamped end bars. Proceedings. 2002 ;[citado 2024 nov. 09 ]
Vancouver
Souza ASC de, Gonçalves RM, Malite M. Behaviour of tubular space truss connections with stamped end bars. Proceedings. 2002 ;[citado 2024 nov. 09 ]
Artigo de periodico
Reliability analysis of non-linear reinforced concrete frames using the response surface method (2002)
Soares, Rodrigo de Carvalho; Mohamed, Alaa; Venturini, Wilson Sérgio; Lemaire, M.
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Rodrigo de Carvalho et al. Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering and System Safety, v. 75, n. Ja2002, 2002Tradução . . Disponível em: https://doi.org/10.1016/s0951-8320(01)00043-6. Acesso em: 09 nov. 2024.
APA
Soares, R. de C., Mohamed, A., Venturini, W. S., & Lemaire, M. (2002). Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering and System Safety, 75( Ja2002). doi:10.1016/s0951-8320(01)00043-6
NLM
Soares R de C, Mohamed A, Venturini WS, Lemaire M. Reliability analysis of non-linear reinforced concrete frames using the response surface method [Internet]. Reliability Engineering and System Safety. 2002 ; 75( Ja2002):[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/s0951-8320(01)00043-6
Vancouver
Soares R de C, Mohamed A, Venturini WS, Lemaire M. Reliability analysis of non-linear reinforced concrete frames using the response surface method [Internet]. Reliability Engineering and System Safety. 2002 ; 75( Ja2002):[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/s0951-8320(01)00043-6
Artigo de periodico
Non-linear boundary element analysis of plates applied to concrete slabs (2002)
Fernandes, Gabriela Rezende; Venturini, Wilson Sérgio
Source: Engineering Analysis Boundary Elements. Unidade: EESC
Subjects: PLACAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Gabriela Rezende e VENTURINI, Wilson Sérgio. Non-linear boundary element analysis of plates applied to concrete slabs. Engineering Analysis Boundary Elements, v. 26, n. 2, p. 169-181, 2002Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(01)00091-1. Acesso em: 09 nov. 2024.
APA
Fernandes, G. R., & Venturini, W. S. (2002). Non-linear boundary element analysis of plates applied to concrete slabs. Engineering Analysis Boundary Elements, 26( 2), 169-181. doi:10.1016/s0955-7997(01)00091-1
NLM
Fernandes GR, Venturini WS. Non-linear boundary element analysis of plates applied to concrete slabs [Internet]. Engineering Analysis Boundary Elements. 2002 ; 26( 2): 169-181.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/s0955-7997(01)00091-1
Vancouver
Fernandes GR, Venturini WS. Non-linear boundary element analysis of plates applied to concrete slabs [Internet]. Engineering Analysis Boundary Elements. 2002 ; 26( 2): 169-181.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/s0955-7997(01)00091-1

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