Filtros : "Austrália" "EESC-SET" Removido: "Equador" Limpar

Filtros



Refine with date range


  • Source: Structural Safety. Unidade: EESC

    Assunto: ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 18 nov. 2024.
    • APA

      Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474
    • NLM

      Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
    • Vancouver

      Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, CONCRETO DE ALTA RESISTÊNCIA, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      ALMEIDA, Luis Philipe Ribeiro e ATROSHCHENKO, Elena e LEONEL, Edson Denner. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model. Engineering Structures, v. 322, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.119136. Acesso em: 18 nov. 2024.
    • APA

      Almeida, L. P. R., Atroshchenko, E., & Leonel, E. D. (2024). Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model. Engineering Structures, 322, 1-21. doi:10.1016/j.engstruct.2024.119136
    • NLM

      Almeida LPR, Atroshchenko E, Leonel ED. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model [Internet]. Engineering Structures. 2024 ; 322 1-21.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
    • Vancouver

      Almeida LPR, Atroshchenko E, Leonel ED. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model [Internet]. Engineering Structures. 2024 ; 322 1-21.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
  • Source: Journal of Building Engineering. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, CONCRETO, FOGO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      LEAL, Davi Fagundes e MUNAIAR NETO, Jorge e MALUK, Cristian. Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures. Journal of Building Engineering, v. 89, p. 1-25, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.jobe.2024.109133. Acesso em: 18 nov. 2024.
    • APA

      Leal, D. F., Munaiar Neto, J., & Maluk, C. (2024). Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures. Journal of Building Engineering, 89, 1-25. doi:10.1016/j.jobe.2024.109133
    • NLM

      Leal DF, Munaiar Neto J, Maluk C. Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures [Internet]. Journal of Building Engineering. 2024 ; 89 1-25.[citado 2024 nov. 18 ] Available from: https://dx.doi.org/10.1016/j.jobe.2024.109133
    • Vancouver

      Leal DF, Munaiar Neto J, Maluk C. Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures [Internet]. Journal of Building Engineering. 2024 ; 89 1-25.[citado 2024 nov. 18 ] Available from: https://dx.doi.org/10.1016/j.jobe.2024.109133
  • Source: Structures. Unidade: EESC

    Subjects: EDIFÍCIOS, PATOLOGIA DAS CONSTRUÇÕES, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      BECK, André Teófilo et al. Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, v. 57, p. 1-15, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105295. Acesso em: 18 nov. 2024.
    • APA

      Beck, A. T., Ribeiro, L. da R., Costa, L. G. L., & Stewart, M. G. (2023). Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, 57, 1-15. doi:10.1016/j.istruc.2023.105295
    • NLM

      Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
    • Vancouver

      Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
  • Source: Structures. Unidade: EESC

    Subjects: EDIFÍCIOS, EXPLOSÃO (CRIME), TERRORISMO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      BECK, André Teófilo e STEWART, Mark G. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, v. 57, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105103. Acesso em: 18 nov. 2024.
    • APA

      Beck, A. T., & Stewart, M. G. (2023). Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, 57, 1-20. doi:10.1016/j.istruc.2023.105103
    • NLM

      Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103
    • Vancouver

      Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103
  • Source: Structural Safety. Unidade: EESC

    Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 104, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2023.102353. Acesso em: 18 nov. 2024.
    • APA

      Stewart, M. G., Thöns, S., & Beck, A. T. (2023). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 104, 1-11. doi:10.1016/j.strusafe.2023.102353
    • NLM

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353
    • Vancouver

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353
  • Source: Orthodontics & Craniofacial Research. Unidades: EESC, FO

    Subjects: TOMOGRAFIA COMPUTADORIZADA DE EMISSÃO, EXPANSÃO RÁPIDA DA MAXILA

    PrivadoAcesso à fonteAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      PASQUA, Bruno de Paula Machado et al. Dentoskeletal changes due to rapid maxillary expansion in growing patients with tooth-borne and tooth-bone-borne expanders: a randomized clinical trial. Orthodontics & Craniofacial Research, 2021Tradução . . Disponível em: https://doi.org/10.1111/ocr.12559. Acesso em: 18 nov. 2024.
    • APA

      Pasqua, B. de P. M., André, C. B., Paiva, J. B. de, Tarraf, N. E., Wilmes, B., & Rino Neto, J. (2021). Dentoskeletal changes due to rapid maxillary expansion in growing patients with tooth-borne and tooth-bone-borne expanders: a randomized clinical trial. Orthodontics & Craniofacial Research. doi:10.1111/ocr.12559
    • NLM

      Pasqua B de PM, André CB, Paiva JB de, Tarraf NE, Wilmes B, Rino Neto J. Dentoskeletal changes due to rapid maxillary expansion in growing patients with tooth-borne and tooth-bone-borne expanders: a randomized clinical trial [Internet]. Orthodontics & Craniofacial Research. 2021 ;[citado 2024 nov. 18 ] Available from: https://doi.org/10.1111/ocr.12559
    • Vancouver

      Pasqua B de PM, André CB, Paiva JB de, Tarraf NE, Wilmes B, Rino Neto J. Dentoskeletal changes due to rapid maxillary expansion in growing patients with tooth-borne and tooth-bone-borne expanders: a randomized clinical trial [Internet]. Orthodontics & Craniofacial Research. 2021 ;[citado 2024 nov. 18 ] Available from: https://doi.org/10.1111/ocr.12559
  • Source: Engineering Structures. Unidade: EESC

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

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      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: 18 nov. 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 nov. 18 ] 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 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298
  • Unidade: EESC

    Assunto: ESTABILIDADE ESTRUTURAL

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      MELCHERS, Robert E. e BECK, André Teófilo. Structural reliability analysis and prediction. . Hoboken, NJ, USA: Wiley. . Acesso em: 18 nov. 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 nov. 18 ]
    • Vancouver

      Melchers RE, Beck AT. Structural reliability analysis and prediction. 2018 ;[citado 2024 nov. 18 ]

Digital Library of Intellectual Production of Universidade de São Paulo     2012 - 2024