ReP USP - Resultado da busca

Artigo de periodico
Effective slenderness ratio approach for thin-walled angle columns connected by the leg (2021)
Branquinho, Maria Ávila; Malite, Maximiliano
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, FLAMBAGEM, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BRANQUINHO, Maria Ávila e MALITE, Maximiliano. Effective slenderness ratio approach for thin-walled angle columns connected by the leg. Journal of Constructional Steel Research, v. 176, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2020.106434. Acesso em: 02 jul. 2024.
APA
Branquinho, M. Á., & Malite, M. (2021). Effective slenderness ratio approach for thin-walled angle columns connected by the leg. Journal of Constructional Steel Research, 176, 1-19. doi:10.1016/j.jcsr.2020.106434
NLM
Branquinho MÁ, Malite M. Effective slenderness ratio approach for thin-walled angle columns connected by the leg [Internet]. Journal of Constructional Steel Research. 2021 ; 176 1-19.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
Vancouver
Branquinho MÁ, Malite M. Effective slenderness ratio approach for thin-walled angle columns connected by the leg [Internet]. Journal of Constructional Steel Research. 2021 ; 176 1-19.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
Artigo de periodico
Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars (2020)
Grossi, Luiz Gustavo Fernandes; Santos, Carol Ferreira Rezende; Malite, Maximiliano
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, CISALHAMENTO, LAJES, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GROSSI, Luiz Gustavo Fernandes e SANTOS, Carol Ferreira Rezende e MALITE, Maximiliano. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars. Journal of Constructional Steel Research, v. 166, p. 1-12, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2019.105908. Acesso em: 02 jul. 2024.
APA
Grossi, L. G. F., Santos, C. F. R., & Malite, M. (2020). Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars. Journal of Constructional Steel Research, 166, 1-12. doi:10.1016/j.jcsr.2019.105908
NLM
Grossi LGF, Santos CFR, Malite M. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars [Internet]. Journal of Constructional Steel Research. 2020 ; 166 1-12.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2019.105908
Vancouver
Grossi LGF, Santos CFR, Malite M. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars [Internet]. Journal of Constructional Steel Research. 2020 ; 166 1-12.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2019.105908
Artigo de periodico
Fire behavior of steel and partially encased composite columns embedded on walls (2018)
Rocha, Fabio Martin; Rodrigues, João Paulo C.; Munaiar Neto, Jorge
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: AÇO, CONCRETO, PAREDES, ESTRUTURAS MISTAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROCHA, Fabio Martin e RODRIGUES, João Paulo C. e MUNAIAR NETO, Jorge. Fire behavior of steel and partially encased composite columns embedded on walls. Journal of Constructional Steel Research, v. 149, p. 105-118, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2018.07.014. Acesso em: 02 jul. 2024.
APA
Rocha, F. M., Rodrigues, J. P. C., & Munaiar Neto, J. (2018). Fire behavior of steel and partially encased composite columns embedded on walls. Journal of Constructional Steel Research, 149, 105-118. doi:10.1016/j.jcsr.2018.07.014
NLM
Rocha FM, Rodrigues JPC, Munaiar Neto J. Fire behavior of steel and partially encased composite columns embedded on walls [Internet]. Journal of Constructional Steel Research. 2018 ; 149 105-118.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2018.07.014
Vancouver
Rocha FM, Rodrigues JPC, Munaiar Neto J. Fire behavior of steel and partially encased composite columns embedded on walls [Internet]. Journal of Constructional Steel Research. 2018 ; 149 105-118.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2018.07.014
Artigo de periodico
Experimental and numerical investigation of cold-formed steel double angle members under compression (2016)
Maia, Wanderson Fernando; Vieira Junior, Luiz Carlos Marcos; Schafer, Benjamin William; Malite, Maximiliano
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MAIA, Wanderson Fernando et al. Experimental and numerical investigation of cold-formed steel double angle members under compression. Journal of Constructional Steel Research, v. 121, p. 398-412, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2016.03.003. Acesso em: 02 jul. 2024.
APA
Maia, W. F., Vieira Junior, L. C. M., Schafer, B. W., & Malite, M. (2016). Experimental and numerical investigation of cold-formed steel double angle members under compression. Journal of Constructional Steel Research, 121, 398-412. doi:10.1016/j.jcsr.2016.03.003
NLM
Maia WF, Vieira Junior LCM, Schafer BW, Malite M. Experimental and numerical investigation of cold-formed steel double angle members under compression [Internet]. Journal of Constructional Steel Research. 2016 ; 121 398-412.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2016.03.003
Vancouver
Maia WF, Vieira Junior LCM, Schafer BW, Malite M. Experimental and numerical investigation of cold-formed steel double angle members under compression [Internet]. Journal of Constructional Steel Research. 2016 ; 121 398-412.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2016.03.003
Artigo de periodico
Experimental analysis of new interfaces for connections by adhesion, interlocking and friction (2015)
Diógenes, Hidelbrando José Farkat; El Debs, Ana Lúcia Homce de Cresce; Valente, Isabel B.
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: PROCESSOS PRÉ-FABRICADOS, ESTRUTURAS MISTAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DIÓGENES, Hidelbrando José Farkat e EL DEBS, Ana Lúcia Homce de Cresce e VALENTE, Isabel B. Experimental analysis of new interfaces for connections by adhesion, interlocking and friction. Journal of Constructional Steel Research, v. 110, p. 170-181, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2015.03.012. Acesso em: 02 jul. 2024.
APA
Diógenes, H. J. F., El Debs, A. L. H. de C., & Valente, I. B. (2015). Experimental analysis of new interfaces for connections by adhesion, interlocking and friction. Journal of Constructional Steel Research, 110, 170-181. doi:10.1016/j.jcsr.2015.03.012
NLM
Diógenes HJF, El Debs ALH de C, Valente IB. Experimental analysis of new interfaces for connections by adhesion, interlocking and friction [Internet]. Journal of Constructional Steel Research. 2015 ; 110 170-181.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2015.03.012
Vancouver
Diógenes HJF, El Debs ALH de C, Valente IB. Experimental analysis of new interfaces for connections by adhesion, interlocking and friction [Internet]. Journal of Constructional Steel Research. 2015 ; 110 170-181.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2015.03.012
Artigo de periodico
Parametric study of composite beam-column connections using 3D finite element modelling (2014)
Kataoka, Marcela Novischi; El Debs, Ana Lúcia Homce de Cresce
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE ASSINTÓTICA, ESTRUTURAS MISTAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KATAOKA, Marcela Novischi e EL DEBS, Ana Lúcia Homce de Cresce. Parametric study of composite beam-column connections using 3D finite element modelling. Journal of Constructional Steel Research, v. No 2014, p. 136-149, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2014.07.006. Acesso em: 02 jul. 2024.
APA
Kataoka, M. N., & El Debs, A. L. H. de C. (2014). Parametric study of composite beam-column connections using 3D finite element modelling. Journal of Constructional Steel Research, No 2014, 136-149. doi:10.1016/j.jcsr.2014.07.006
NLM
Kataoka MN, El Debs ALH de C. Parametric study of composite beam-column connections using 3D finite element modelling [Internet]. Journal of Constructional Steel Research. 2014 ; No 2014 136-149.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2014.07.006
Vancouver
Kataoka MN, El Debs ALH de C. Parametric study of composite beam-column connections using 3D finite element modelling [Internet]. Journal of Constructional Steel Research. 2014 ; No 2014 136-149.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2014.07.006
Artigo de periodico
Inelastic analysis of steel frames with a solid-like finite element (2013)
Rigobello, Ronaldo; Coda, Humberto Breves; Munaiar Neto, Jorge
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE AÇO, PLASTICIDADE DAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIGOBELLO, Ronaldo e CODA, Humberto Breves e MUNAIAR NETO, Jorge. Inelastic analysis of steel frames with a solid-like finite element. Journal of Constructional Steel Research, v. 86, p. 140-152, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2013.03.023. Acesso em: 02 jul. 2024.
APA
Rigobello, R., Coda, H. B., & Munaiar Neto, J. (2013). Inelastic analysis of steel frames with a solid-like finite element. Journal of Constructional Steel Research, 86, 140-152. doi:10.1016/j.jcsr.2013.03.023
NLM
Rigobello R, Coda HB, Munaiar Neto J. Inelastic analysis of steel frames with a solid-like finite element [Internet]. Journal of Constructional Steel Research. 2013 ; 86 140-152.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2013.03.023
Vancouver
Rigobello R, Coda HB, Munaiar Neto J. Inelastic analysis of steel frames with a solid-like finite element [Internet]. Journal of Constructional Steel Research. 2013 ; 86 140-152.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2013.03.023
Artigo de periodico
Composite connections in slim-floor system: an experimental study (2012)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: VIGAS, CONEXÕES ESTRUTURAIS, PISOS, BARRAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Composite connections in slim-floor system: an experimental study. Journal of Constructional Steel Research, v. 68, n. Ja 2012, p. 78-88, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2011.07.006. Acesso em: 02 jul. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2012). Composite connections in slim-floor system: an experimental study. Journal of Constructional Steel Research, 68( Ja 2012), 78-88. doi:10.1016/j.jcsr.2011.07.006
NLM
De Nardin S, El Debs ALH de C. Composite connections in slim-floor system: an experimental study [Internet]. Journal of Constructional Steel Research. 2012 ; 68( Ja 2012): 78-88.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2011.07.006
Vancouver
De Nardin S, El Debs ALH de C. Composite connections in slim-floor system: an experimental study [Internet]. Journal of Constructional Steel Research. 2012 ; 68( Ja 2012): 78-88.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2011.07.006
Artigo de periodico
Evaluation of passive confinement in CFT columns (2010)
Oliveira, Walter Luiz Andrade de; De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce; El Debs, Mounir Khalil
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, COLUNAS, AÇO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Walter Luiz Andrade de et al. Evaluation of passive confinement in CFT columns. Journal of Constructional Steel Research, v. 66, n. 4, p. 487-495, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2009.11.004. Acesso em: 02 jul. 2024.
APA
Oliveira, W. L. A. de, De Nardin, S., El Debs, A. L. H. de C., & El Debs, M. K. (2010). Evaluation of passive confinement in CFT columns. Journal of Constructional Steel Research, 66( 4), 487-495. doi:10.1016/j.jcsr.2009.11.004
NLM
Oliveira WLA de, De Nardin S, El Debs ALH de C, El Debs MK. Evaluation of passive confinement in CFT columns [Internet]. Journal of Constructional Steel Research. 2010 ; 66( 4): 487-495.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2009.11.004
Vancouver
Oliveira WLA de, De Nardin S, El Debs ALH de C, El Debs MK. Evaluation of passive confinement in CFT columns [Internet]. Journal of Constructional Steel Research. 2010 ; 66( 4): 487-495.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2009.11.004
Artigo de periodico
Study of partially encased composite beams with innovative position of stud bolts (2009)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Source: Journal of Constructional Steel Research. Unidade: EESC
Assunto: ESTRUTURAS MISTAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Study of partially encased composite beams with innovative position of stud bolts. Journal of Constructional Steel Research, v. 65, n. 2, p. 342-350, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2008.03.021. Acesso em: 02 jul. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2009). Study of partially encased composite beams with innovative position of stud bolts. Journal of Constructional Steel Research, 65( 2), 342-350. doi:10.1016/j.jcsr.2008.03.021
NLM
De Nardin S, El Debs ALH de C. Study of partially encased composite beams with innovative position of stud bolts [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 2): 342-350.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2008.03.021
Vancouver
De Nardin S, El Debs ALH de C. Study of partially encased composite beams with innovative position of stud bolts [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 2): 342-350.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2008.03.021
Artigo de periodico
Influence of concrete strength and length/diameter on the axial capacity of CFT columns (2009)
Oliveira, Walter Luiz Andrade de; De Nardin, Silvana; El Debs, Ana Lucia Homce de Cresce; El Debs, Mounir Khalil
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, COLUNAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Walter Luiz Andrade de et al. Influence of concrete strength and length/diameter on the axial capacity of CFT columns. Journal of Constructional Steel Research, v. 65, n. 12, p. 2103-2110, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2009.07.004. Acesso em: 02 jul. 2024.
APA
Oliveira, W. L. A. de, De Nardin, S., El Debs, A. L. H. de C., & El Debs, M. K. (2009). Influence of concrete strength and length/diameter on the axial capacity of CFT columns. Journal of Constructional Steel Research, 65( 12), 2103-2110. doi:10.1016/j.jcsr.2009.07.004
NLM
Oliveira WLA de, De Nardin S, El Debs ALH de C, El Debs MK. Influence of concrete strength and length/diameter on the axial capacity of CFT columns [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 12): 2103-2110.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2009.07.004
Vancouver
Oliveira WLA de, De Nardin S, El Debs ALH de C, El Debs MK. Influence of concrete strength and length/diameter on the axial capacity of CFT columns [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 12): 2103-2110.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2009.07.004
Artigo de periodico
Parametric analysis of steel bolted end plate connections using finite element modeling (2005)
Maggi, Yuri Ivan; Gonçalves, Roberto Martins; Leon, Roberto T.; Ribeiro, Luis Fernando Loureiro
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, ESTRUTURAS METÁLICAS, CONEXÕES ESTRUTURAIS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MAGGI, Yuri Ivan et al. Parametric analysis of steel bolted end plate connections using finite element modeling. Journal of Constructional Steel Research, v. 61, n. 5, p. 689-708, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2004.12.001. Acesso em: 02 jul. 2024.
APA
Maggi, Y. I., Gonçalves, R. M., Leon, R. T., & Ribeiro, L. F. L. (2005). Parametric analysis of steel bolted end plate connections using finite element modeling. Journal of Constructional Steel Research, 61( 5), 689-708. doi:10.1016/j.jcsr.2004.12.001
NLM
Maggi YI, Gonçalves RM, Leon RT, Ribeiro LFL. Parametric analysis of steel bolted end plate connections using finite element modeling [Internet]. Journal of Constructional Steel Research. 2005 ; 61( 5): 689-708.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2004.12.001
Vancouver
Maggi YI, Gonçalves RM, Leon RT, Ribeiro LFL. Parametric analysis of steel bolted end plate connections using finite element modeling [Internet]. Journal of Constructional Steel Research. 2005 ; 61( 5): 689-708.[citado 2024 jul. 02 ] Available from: https://doi.org/10.1016/j.jcsr.2004.12.001
Trabalho de evento-resumo periodico
Beam-to-column end plate connections: an experimental analysis (1998)
Ribeiro, Luiz Fernando Loureiro; Gonçalves, Roberto Martins; Castiglioni, Carlo Andrea
Source: Journal of Constructional Steel Research. Conference titles: World Conference on Steel in Construction. Unidade: EESC
Assunto: ESTRUTURAS METÁLICAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Luiz Fernando Loureiro e GONÇALVES, Roberto Martins e CASTIGLIONI, Carlo Andrea. Beam-to-column end plate connections: an experimental analysis. Journal of Constructional Steel Research. Oxford: Elsevier Science. . Acesso em: 02 jul. 2024. , 1998
APA
Ribeiro, L. F. L., Gonçalves, R. M., & Castiglioni, C. A. (1998). Beam-to-column end plate connections: an experimental analysis. Journal of Constructional Steel Research. Oxford: Elsevier Science.
NLM
Ribeiro LFL, Gonçalves RM, Castiglioni CA. Beam-to-column end plate connections: an experimental analysis. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 264-266.[citado 2024 jul. 02 ]
Vancouver
Ribeiro LFL, Gonçalves RM, Castiglioni CA. Beam-to-column end plate connections: an experimental analysis. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 264-266.[citado 2024 jul. 02 ]
Trabalho de evento-resumo periodico
Space structures in Brazil [CD-ROM] (1998)
Malite, Maximiliano; Gonçalves, Roberto Martins; Sáles, Jairo José de; Magalhães, João Ricardo Maia de; Salles, Élcio Roberto P
Source: Journal of Constructional Steel Research. Conference titles: World Conference on Steel in Construction. Unidade: EESC
Assunto: ESTRUTURAS METÁLICAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MALITE, Maximiliano et al. Space structures in Brazil [CD-ROM]. Journal of Constructional Steel Research. Oxford: Elsevier Science. . Acesso em: 02 jul. 2024. , 1998
APA
Malite, M., Gonçalves, R. M., Sáles, J. J. de, Magalhães, J. R. M. de, & Salles, É. R. P. (1998). Space structures in Brazil [CD-ROM]. Journal of Constructional Steel Research. Oxford: Elsevier Science.
NLM
Malite M, Gonçalves RM, Sáles JJ de, Magalhães JRM de, Salles ÉRP. Space structures in Brazil [CD-ROM]. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 476-477.[citado 2024 jul. 02 ]
Vancouver
Malite M, Gonçalves RM, Sáles JJ de, Magalhães JRM de, Salles ÉRP. Space structures in Brazil [CD-ROM]. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 476-477.[citado 2024 jul. 02 ]
Trabalho de evento-resumo periodico
Analysis and study of the behaviour of purlins in cold-formed U and Z-type shapes: the effect of elastic restriction due to roof tiles (1998)
Gonçalves, Roberto Martins; Javaroni, Carlos Eduardo; Malite, Maximiliano; Sáles, Jairo José de
Source: Journal of Constructional Steel Research. Conference titles: World Conference on Steel in Construction. Unidade: EESC
Assunto: ESTRUTURAS METÁLICAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GONÇALVES, Roberto Martins et al. Analysis and study of the behaviour of purlins in cold-formed U and Z-type shapes: the effect of elastic restriction due to roof tiles. Journal of Constructional Steel Research. Oxford: Escola de Engenharia de São Carlos, Universidade de São Paulo. . Acesso em: 02 jul. 2024. , 1998
APA
Gonçalves, R. M., Javaroni, C. E., Malite, M., & Sáles, J. J. de. (1998). Analysis and study of the behaviour of purlins in cold-formed U and Z-type shapes: the effect of elastic restriction due to roof tiles. Journal of Constructional Steel Research. Oxford: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Gonçalves RM, Javaroni CE, Malite M, Sáles JJ de. Analysis and study of the behaviour of purlins in cold-formed U and Z-type shapes: the effect of elastic restriction due to roof tiles. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 465-466.[citado 2024 jul. 02 ]
Vancouver
Gonçalves RM, Javaroni CE, Malite M, Sáles JJ de. Analysis and study of the behaviour of purlins in cold-formed U and Z-type shapes: the effect of elastic restriction due to roof tiles. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 465-466.[citado 2024 jul. 02 ]
Trabalho de evento-resumo periodico
Pyramidal hoppers design to elevated steel silos (1998)
Araújo, Ernani Carlos de; Calil Júnior, Carlito
Source: Journal of Constructional Steel Research. Conference titles: World Conference on Steel in Construction. Unidade: EESC
Assunto: ESTRUTURAS METÁLICAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ARAÚJO, Ernani Carlos de e CALIL JÚNIOR, Carlito. Pyramidal hoppers design to elevated steel silos. Journal of Constructional Steel Research. Oxford: Elsevier Science. Disponível em: https://repositorio.usp.br/directbitstream/5b48673c-3c69-4c6f-8429-cb515311c61c/prod_0000445_sysno_999009%20%281%29.pdf. Acesso em: 02 jul. 2024. , 1998
APA
Araújo, E. C. de, & Calil Júnior, C. (1998). Pyramidal hoppers design to elevated steel silos. Journal of Constructional Steel Research. Oxford: Elsevier Science. Recuperado de https://repositorio.usp.br/directbitstream/5b48673c-3c69-4c6f-8429-cb515311c61c/prod_0000445_sysno_999009%20%281%29.pdf
NLM
Araújo EC de, Calil Júnior C. Pyramidal hoppers design to elevated steel silos [Internet]. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 337.[citado 2024 jul. 02 ] Available from: https://repositorio.usp.br/directbitstream/5b48673c-3c69-4c6f-8429-cb515311c61c/prod_0000445_sysno_999009%20%281%29.pdf
Vancouver
Araújo EC de, Calil Júnior C. Pyramidal hoppers design to elevated steel silos [Internet]. Journal of Constructional Steel Research. 1998 ; 46( 1-3): 337.[citado 2024 jul. 02 ] Available from: https://repositorio.usp.br/directbitstream/5b48673c-3c69-4c6f-8429-cb515311c61c/prod_0000445_sysno_999009%20%281%29.pdf

USP Schools

ReP

Filtros

Authors

USP affiliated authors

Date published

Subjects

Indexado em

Non normalized affiliation