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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
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
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
Fonte: Journal of Structural Engineering. Unidade: EP
Assuntos: 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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