Filtros : "Journal of Structural Engineering" Removido: "MALITE, MAXIMILIANO" Limpar

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  • Source: Journal of Structural Engineering. Unidade: EESC

    Subjects: ESTRUTURAS, ESTRUTURAS

    Versão PublicadaAcesso à fonteDOIHow to cite
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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: 29 jun. 2025.
    • 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 2025 jun. 29 ] 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 2025 jun. 29 ] Available from: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003196
  • Source: Journal of Structural Engineering. Unidade: EESC

    Subjects: MÉTODOS NUMÉRICOS, ESTRUTURAS

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    • ABNT

      GÓMEZ ARAÚJO, Iván e LAIER, José Elias e CARRAZEDO, Ricardo. Enhanced power spectral density transmissibility matrix for operational modal analysis of structures. Journal of Structural Engineering, v. 145, n. Ju 2019, p. 04019043-1 - 04019043-17, 2019Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002322. Acesso em: 29 jun. 2025.
    • APA

      Gómez Araújo, I., Laier, J. E., & Carrazedo, R. (2019). Enhanced power spectral density transmissibility matrix for operational modal analysis of structures. Journal of Structural Engineering, 145( Ju 2019), 04019043-1 - 04019043-17. doi:10.1061/(ASCE)ST.1943-541X.0002322
    • NLM

      Gómez Araújo I, Laier JE, Carrazedo R. Enhanced power spectral density transmissibility matrix for operational modal analysis of structures [Internet]. Journal of Structural Engineering. 2019 ; 145( Ju 2019): 04019043-1 - 04019043-17.[citado 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002322
    • Vancouver

      Gómez Araújo I, Laier JE, Carrazedo R. Enhanced power spectral density transmissibility matrix for operational modal analysis of structures [Internet]. Journal of Structural Engineering. 2019 ; 145( Ju 2019): 04019043-1 - 04019043-17.[citado 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002322
  • Source: Journal of Structural Engineering. Unidade: EESC

    Subjects: PAREDES, ALVENARIA ESTRUTURAL

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    • ABNT

      HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Proposal of a design model for masonry walls subjected to in-plane loading. Journal of Structural Engineering, v. 139, n. 4, p. 537-547, 2013Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636. Acesso em: 29 jun. 2025.
    • APA

      Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2013). Proposal of a design model for masonry walls subjected to in-plane loading. Journal of Structural Engineering, 139( 4), 537-547. doi:10.1061/(ASCE)ST.1943-541X.0000636
    • NLM

      Haach VG, Vasconcelos G, Lourenço PJBB. Proposal of a design model for masonry walls subjected to in-plane loading [Internet]. Journal of Structural Engineering. 2013 ; 139( 4): 537-547.[citado 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636
    • Vancouver

      Haach VG, Vasconcelos G, Lourenço PJBB. Proposal of a design model for masonry walls subjected to in-plane loading [Internet]. Journal of Structural Engineering. 2013 ; 139( 4): 537-547.[citado 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636
  • Source: Journal of Structural Engineering. Unidade: EP

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, OTIMIZAÇÃO COMBINATÓRIA

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    • ABNT

      SILVA, Marcelo Araújo da et al. Failure criterion for RC members under biaxial bending and axial load. Journal of Structural Engineering, v. 127, n. 8, p. 922–929, 2001Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)0733-9445(2001)127:8(922). Acesso em: 29 jun. 2025.
    • APA

      Silva, M. A. da, Swan, C. C., Arora, J. S., & Brasil, R. M. L. R. da F. (2001). Failure criterion for RC members under biaxial bending and axial load. Journal of Structural Engineering, 127( 8), 922–929. doi:10.1061/(ASCE)0733-9445(2001)127:8(922)
    • NLM

      Silva MA da, Swan CC, Arora JS, Brasil RMLR da F. Failure criterion for RC members under biaxial bending and axial load [Internet]. Journal of Structural Engineering. 2001 ; 127( 8): 922–929.[citado 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)0733-9445(2001)127:8(922)
    • Vancouver

      Silva MA da, Swan CC, Arora JS, Brasil RMLR da F. Failure criterion for RC members under biaxial bending and axial load [Internet]. Journal of Structural Engineering. 2001 ; 127( 8): 922–929.[citado 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)0733-9445(2001)127:8(922)

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