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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
Fonte: Journal of Structural Engineering. Unidade: EESC
Assuntos: ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
Enhanced power spectral density transmissibility matrix for operational modal analysis of structures (2019)
Gómez Araújo, Iván; Laier, José Elias ; Carrazedo, Ricardo
Fonte: Journal of Structural Engineering. Unidade: EESC
Assuntos: MÉTODOS NUMÉRICOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
Proposal of a design model for masonry walls subjected to in-plane loading (2013)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo José Brandão Barbosa
Fonte: Journal of Structural Engineering. Unidade: EESC
Assuntos: PAREDES, ALVENARIA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
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
Fonte: Journal of Structural Engineering. Unidade: EESC
Assuntos: 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: 29 jun. 2025.
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 2025 jun. 29 ] 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 2025 jun. 29 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000566
Artigo de periodico
Distortional buckling of cold-formed steel members (2006)
Chodraui, Gustavo Monteiro de Barros; Munaiar Neto, Jorge ; Gonçalves, Roberto Martins; Malite, Maximiliano
Fonte: Journal of Structural Engineering. Unidade: EESC
Assuntos: ESTRUTURAS DE AÇO, FLAMBAGEM
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CHODRAUI, Gustavo Monteiro de Barros et al. Distortional buckling of cold-formed steel members. Journal of Structural Engineering, v. 132, n. 4, p. 636-639, 2006Tradução . . Disponível em: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSENDH000132000004000636000001&idtype=cvips. Acesso em: 29 jun. 2025.
APA
Chodraui, G. M. de B., Munaiar Neto, J., Gonçalves, R. M., & Malite, M. (2006). Distortional buckling of cold-formed steel members. Journal of Structural Engineering, 132( 4), 636-639. Recuperado de http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSENDH000132000004000636000001&idtype=cvips
NLM
Chodraui GM de B, Munaiar Neto J, Gonçalves RM, Malite M. Distortional buckling of cold-formed steel members [Internet]. Journal of Structural Engineering. 2006 ; 132( 4): 636-639.[citado 2025 jun. 29 ] Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSENDH000132000004000636000001&idtype=cvips
Vancouver
Chodraui GM de B, Munaiar Neto J, Gonçalves RM, Malite M. Distortional buckling of cold-formed steel members [Internet]. Journal of Structural Engineering. 2006 ; 132( 4): 636-639.[citado 2025 jun. 29 ] Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSENDH000132000004000636000001&idtype=cvips

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