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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
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
Source: Journal of Structural Engineering. Unidade: EESC
Subjects: 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
Distortional buckling of cold-formed steel members (2006)
Chodraui, Gustavo Monteiro de Barros; Munaiar Neto, Jorge ; Gonçalves, Roberto Martins; Malite, Maximiliano
Source: Journal of Structural Engineering. Unidade: EESC
Subjects: 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
Artigo de periodico
Failure criterion for RC members under biaxial bending and axial load (2001)
Silva, Marcelo Araújo da; Swan, Colbi C; Arora, Jasbir S; Brasil, Reyolando Manoel Lopes Rebello da Fonseca
Source: Journal of Structural Engineering. Unidade: EP
Subjects: ESTRUTURAS DE CONCRETO ARMADO, OTIMIZAÇÃO COMBINATÓRIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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