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Artigo de periodico
A solid-lake FEM for geometrically non-linear 3D frames (2009)
Coda, Humberto Breves
Source: Composites Part A : applied science and manufacturing. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
CODA, Humberto Breves. A solid-lake FEM for geometrically non-linear 3D frames. Composites Part A : applied science and manufacturing, v. 198, n. 47-48, p. 3712-3722, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2009.08.001. Acesso em: 21 jun. 2024.
APA
Coda, H. B. (2009). A solid-lake FEM for geometrically non-linear 3D frames. Composites Part A : applied science and manufacturing, 198( 47-48), 3712-3722. doi:10.1016/j.cma.2009.08.001
NLM
Coda HB. A solid-lake FEM for geometrically non-linear 3D frames [Internet]. Composites Part A : applied science and manufacturing. 2009 ; 198( 47-48): 3712-3722.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.cma.2009.08.001
Vancouver
Coda HB. A solid-lake FEM for geometrically non-linear 3D frames [Internet]. Composites Part A : applied science and manufacturing. 2009 ; 198( 47-48): 3712-3722.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.cma.2009.08.001
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
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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: 21 jun. 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 jun. 21 ] 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 jun. 21 ] 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
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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: 21 jun. 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 jun. 21 ] 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 jun. 21 ] 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
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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: 21 jun. 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 jun. 21 ] 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 jun. 21 ] Available from: https://doi.org/10.1016/j.jcsr.2004.12.001
Artigo de periodico
A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity (2005)
Driemeier, Larissa ; Proença, Sérgio Persival Baroncini; Alves, Marcílio
Source: Communications in Nonlinear Science and Numerical Simulation. Unidades: EP, EESC
Subjects: PLASTICIDADE DAS ESTRUTURAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, TRELIÇAS, MECÂNICA DO DANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DRIEMEIER, Larissa e PROENÇA, Sérgio Persival Baroncini e ALVES, Marcílio. A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity. Communications in Nonlinear Science and Numerical Simulation, v. 10, n. 5, p. 515-535, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.cnsns.2003.12.002. Acesso em: 21 jun. 2024.
APA
Driemeier, L., Proença, S. P. B., & Alves, M. (2005). A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity. Communications in Nonlinear Science and Numerical Simulation, 10( 5), 515-535. doi:10.1016/j.cnsns.2003.12.002
NLM
Driemeier L, Proença SPB, Alves M. A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity [Internet]. Communications in Nonlinear Science and Numerical Simulation. 2005 ; 10( 5): 515-535.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.cnsns.2003.12.002
Vancouver
Driemeier L, Proença SPB, Alves M. A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity [Internet]. Communications in Nonlinear Science and Numerical Simulation. 2005 ; 10( 5): 515-535.[citado 2024 jun. 21 ] Available from: https://doi.org/10.1016/j.cnsns.2003.12.002
Artigo de periodico
Probabilistic approach to predict cracking in lightly reinforced microconcrete panels (2004)
Silva, Ana Rita Cordeiro da; Proença, Sérgio Persival Baroncini; Billardon, René; Hild, François
Source: Journal of Engineering Mechanics. Unidade: EESC
Subjects: CONCRETO, MÉTODOS PROBABILÍSTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Ana Rita Cordeiro da et al. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels. Journal of Engineering Mechanics, v. 130, n. 8, p. 931-941, 2004Tradução . . Disponível em: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips. Acesso em: 21 jun. 2024.
APA
Silva, A. R. C. da, Proença, S. P. B., Billardon, R., & Hild, F. (2004). Probabilistic approach to predict cracking in lightly reinforced microconcrete panels. Journal of Engineering Mechanics, 130( 8), 931-941. Recuperado de http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips
NLM
Silva ARC da, Proença SPB, Billardon R, Hild F. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels [Internet]. Journal of Engineering Mechanics. 2004 ; 130( 8): 931-941.[citado 2024 jun. 21 ] Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips
Vancouver
Silva ARC da, Proença SPB, Billardon R, Hild F. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels [Internet]. Journal of Engineering Mechanics. 2004 ; 130( 8): 931-941.[citado 2024 jun. 21 ] Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips

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