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Artigo de periodico
Trigonometric shear deformation theories for geometric nonlinear analysis of curved composite laminated shells: post-buckling prediction using a parallelized approach (2025)
Santana, Pedro Bührer ; Ferreira, A. J. M.; Gomes, Hebert Martins; Tita, Volnei
Source: Thin-Walled Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, CISALHAMENTO, ENGENHARIA AERONÁUTICA
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ABNT
SANTANA, Pedro Bührer et al. Trigonometric shear deformation theories for geometric nonlinear analysis of curved composite laminated shells: post-buckling prediction using a parallelized approach. Thin-Walled Structures, v. 214, p. 1-14, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.tws.2025.113379. Acesso em: 01 dez. 2025.
APA
Santana, P. B., Ferreira, A. J. M., Gomes, H. M., & Tita, V. (2025). Trigonometric shear deformation theories for geometric nonlinear analysis of curved composite laminated shells: post-buckling prediction using a parallelized approach. Thin-Walled Structures, 214, 1-14. doi:10.1016/j.tws.2025.113379
NLM
Santana PB, Ferreira AJM, Gomes HM, Tita V. Trigonometric shear deformation theories for geometric nonlinear analysis of curved composite laminated shells: post-buckling prediction using a parallelized approach [Internet]. Thin-Walled Structures. 2025 ; 214 1-14.[citado 2025 dez. 01 ] Available from: http://dx.doi.org/10.1016/j.tws.2025.113379
Vancouver
Santana PB, Ferreira AJM, Gomes HM, Tita V. Trigonometric shear deformation theories for geometric nonlinear analysis of curved composite laminated shells: post-buckling prediction using a parallelized approach [Internet]. Thin-Walled Structures. 2025 ; 214 1-14.[citado 2025 dez. 01 ] Available from: http://dx.doi.org/10.1016/j.tws.2025.113379
Artigo de periodico
Experimental analysis of the mechanical behavior of steel storage rack base plate upright connections (2025)
Furukawa, Marina Naomi ; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, CONEXÕES ESTRUTURAIS
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ABNT
FURUKAWA, Marina Naomi e MALITE, Maximiliano. Experimental analysis of the mechanical behavior of steel storage rack base plate upright connections. Thin-Walled Structures, v. 214, p. 1-9, 2025Tradução . . Disponível em: http:/dx.doi.org/10.1016/j.tws.2025.113340. Acesso em: 01 dez. 2025.
APA
Furukawa, M. N., & Malite, M. (2025). Experimental analysis of the mechanical behavior of steel storage rack base plate upright connections. Thin-Walled Structures, 214, 1-9. doi:10.1016/j.tws.2025.113340
NLM
Furukawa MN, Malite M. Experimental analysis of the mechanical behavior of steel storage rack base plate upright connections [Internet]. Thin-Walled Structures. 2025 ; 214 1-9.[citado 2025 dez. 01 ] Available from: http:/dx.doi.org/10.1016/j.tws.2025.113340
Vancouver
Furukawa MN, Malite M. Experimental analysis of the mechanical behavior of steel storage rack base plate upright connections [Internet]. Thin-Walled Structures. 2025 ; 214 1-9.[citado 2025 dez. 01 ] Available from: http:/dx.doi.org/10.1016/j.tws.2025.113340
Artigo de periodico
A finite element unified formulation for composite laminates in bending considering progressive damage (2022)
Ferreira, Gregório Felipe Oliveira; Almeida Júnior, José Humberto Santos; Ribeiro, Marcelo Leite ; Ferreira, Antonio J. M.; Tita, Volnei
Source: Thin-Walled Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA
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ABNT
FERREIRA, Gregório Felipe Oliveira et al. A finite element unified formulation for composite laminates in bending considering progressive damage. Thin-Walled Structures, v. 172, p. 1-13, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2021.108864. Acesso em: 01 dez. 2025.
APA
Ferreira, G. F. O., Almeida Júnior, J. H. S., Ribeiro, M. L., Ferreira, A. J. M., & Tita, V. (2022). A finite element unified formulation for composite laminates in bending considering progressive damage. Thin-Walled Structures, 172, 1-13. doi:10.1016/j.tws.2021.108864
NLM
Ferreira GFO, Almeida Júnior JHS, Ribeiro ML, Ferreira AJM, Tita V. A finite element unified formulation for composite laminates in bending considering progressive damage [Internet]. Thin-Walled Structures. 2022 ; 172 1-13.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2021.108864
Vancouver
Ferreira GFO, Almeida Júnior JHS, Ribeiro ML, Ferreira AJM, Tita V. A finite element unified formulation for composite laminates in bending considering progressive damage [Internet]. Thin-Walled Structures. 2022 ; 172 1-13.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2021.108864
Artigo de periodico
Towards the prediction of hydrogen–induced crack growth in high–graded strength steels (2021)
Sobhaniaragh, Behnam ; Afzalimir, Seyed Hamidreza ; Ruggieri, Claudio
Source: Thin-Walled Structures. Unidade: EP
Subjects: DUCTILIDADE, MECÂNICA DA FRATURA, DEFORMAÇÃO ELÁSTICA, DEFORMAÇÃO E ESTRESSES
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ABNT
SOBHANIARAGH, Behnam e AFZALIMIR, Seyed Hamidreza e RUGGIERI, Claudio. Towards the prediction of hydrogen–induced crack growth in high–graded strength steels. Thin-Walled Structures, v. fe 2021, p. 1-11, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.107245. Acesso em: 01 dez. 2025.
APA
Sobhaniaragh, B., Afzalimir, S. H., & Ruggieri, C. (2021). Towards the prediction of hydrogen–induced crack growth in high–graded strength steels. Thin-Walled Structures, fe 2021, 1-11. doi:10.1016/j.tws.2020.107245
NLM
Sobhaniaragh B, Afzalimir SH, Ruggieri C. Towards the prediction of hydrogen–induced crack growth in high–graded strength steels [Internet]. Thin-Walled Structures. 2021 ; fe 2021 1-11.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107245
Vancouver
Sobhaniaragh B, Afzalimir SH, Ruggieri C. Towards the prediction of hydrogen–induced crack growth in high–graded strength steels [Internet]. Thin-Walled Structures. 2021 ; fe 2021 1-11.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107245
Artigo de periodico
The effect of curvature in nonlinear supersonic flutter of panels with adjacent bays (2021)
Cabral, Myrella V.; Marques, Flavio Donizeti ; Ferreira, António J. M.
Source: Thin-Walled Structures. Unidade: EESC
Subjects: AEROELASTICIDADE DE AERONAVES, MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES DE AERONAVES, ENGENHARIA MECÂNICA
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ABNT
CABRAL, Myrella V. e MARQUES, Flavio Donizeti e FERREIRA, António J. M. The effect of curvature in nonlinear supersonic flutter of panels with adjacent bays. Thin-Walled Structures, v. 161, p. 1-12, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.107379. Acesso em: 01 dez. 2025.
APA
Cabral, M. V., Marques, F. D., & Ferreira, A. J. M. (2021). The effect of curvature in nonlinear supersonic flutter of panels with adjacent bays. Thin-Walled Structures, 161, 1-12. doi:10.1016/j.tws.2020.107379
NLM
Cabral MV, Marques FD, Ferreira AJM. The effect of curvature in nonlinear supersonic flutter of panels with adjacent bays [Internet]. Thin-Walled Structures. 2021 ; 161 1-12.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107379
Vancouver
Cabral MV, Marques FD, Ferreira AJM. The effect of curvature in nonlinear supersonic flutter of panels with adjacent bays [Internet]. Thin-Walled Structures. 2021 ; 161 1-12.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107379
Artigo de periodico
Behavior and design of concentric and eccentrically loaded pultruded GFRP angle columns (2021)
Monteiro, Anne C. L; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS POLIMÉRICOS, CONSTRUÇÃO CIVIL, ESTRUTURAS
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ABNT
MONTEIRO, Anne C. L e MALITE, Maximiliano. Behavior and design of concentric and eccentrically loaded pultruded GFRP angle columns. Thin-Walled Structures, v. 161, p. 1-14, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.107428. Acesso em: 01 dez. 2025.
APA
Monteiro, A. C. L., & Malite, M. (2021). Behavior and design of concentric and eccentrically loaded pultruded GFRP angle columns. Thin-Walled Structures, 161, 1-14. doi:10.1016/j.tws.2020.107428
NLM
Monteiro ACL, Malite M. Behavior and design of concentric and eccentrically loaded pultruded GFRP angle columns [Internet]. Thin-Walled Structures. 2021 ; 161 1-14.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107428
Vancouver
Monteiro ACL, Malite M. Behavior and design of concentric and eccentrically loaded pultruded GFRP angle columns [Internet]. Thin-Walled Structures. 2021 ; 161 1-14.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107428
Artigo de periodico
Longitudinally stiffened web purlins under shear and bending moment (2020)
Silva, Juliana Maria Mazzeti; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: AÇO DE ALTA RESISTÊNCIA, CISALHAMENTO, FLAMBAGEM, ESTRUTURAS
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ABNT
SILVA, Juliana Maria Mazzeti e MALITE, Maximiliano. Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, v. 148, p. 1-14, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.106616. Acesso em: 01 dez. 2025.
APA
Silva, J. M. M., & Malite, M. (2020). Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, 148, 1-14. doi:10.1016/j.tws.2020.106616
NLM
Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
Vancouver
Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
Artigo de periodico
Development of a finite element via unified formulation: implementation as a user element subroutine to predict stress profiles in composite plates (2020)
Ferreira, Gregório Felipe Oliveira; Almeida Júnior, José Humberto Santos; Ribeiro, Marcelo Leite ; Ferreira, António J. M.; Tita, Volnei
Source: Thin-Walled Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, LAMINADOS, AERONÁUTICA
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ABNT
FERREIRA, Gregório Felipe Oliveira et al. Development of a finite element via unified formulation: implementation as a user element subroutine to predict stress profiles in composite plates. Thin-Walled Structures, v. 157, p. 1-19, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.107107. Acesso em: 01 dez. 2025.
APA
Ferreira, G. F. O., Almeida Júnior, J. H. S., Ribeiro, M. L., Ferreira, A. J. M., & Tita, V. (2020). Development of a finite element via unified formulation: implementation as a user element subroutine to predict stress profiles in composite plates. Thin-Walled Structures, 157, 1-19. doi:10.1016/j.tws.2020.107107
NLM
Ferreira GFO, Almeida Júnior JHS, Ribeiro ML, Ferreira AJM, Tita V. Development of a finite element via unified formulation: implementation as a user element subroutine to predict stress profiles in composite plates [Internet]. Thin-Walled Structures. 2020 ; 157 1-19.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107107
Vancouver
Ferreira GFO, Almeida Júnior JHS, Ribeiro ML, Ferreira AJM, Tita V. Development of a finite element via unified formulation: implementation as a user element subroutine to predict stress profiles in composite plates [Internet]. Thin-Walled Structures. 2020 ; 157 1-19.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2020.107107
Artigo de periodico
Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis (2019)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Thin-Walled Structures. Unidade: EESC
Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS
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ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, v. 136, p. 246-257, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.12.016. Acesso em: 01 dez. 2025.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, 136, 246-257. doi:10.1016/j.tws.2018.12.016
NLM
Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
Vancouver
Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
Artigo de periodico
Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames (2018)
Basaglia, Cilmar; Camotim, Dinar; Coda, Humberto Breves
Source: Thin-Walled Structures. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, PAREDES, MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BASAGLIA, Cilmar e CAMOTIM, Dinar e CODA, Humberto Breves. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, v. 127, p. 259-274, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.01.038. Acesso em: 01 dez. 2025.
APA
Basaglia, C., Camotim, D., & Coda, H. B. (2018). Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, 127, 259-274. doi:10.1016/j.tws.2018.01.038
NLM
Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
Vancouver
Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
Artigo de periodico
Nonlinear finite element aeroelastic analysis of multibay panels in supersonic flow regime (2017)
Pacheco, D. R. Q.; Marques, Flavio Donizeti ; Ferreira, A. J. M.
Source: Thin-Walled Structures. Unidade: EESC
Subjects: AEROELASTICIDADE DE AERONAVES, MÉTODO DOS ELEMENTOS FINITOS, ESCOAMENTO, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PACHECO, D. R. Q. e MARQUES, Flavio Donizeti e FERREIRA, A. J. M. Nonlinear finite element aeroelastic analysis of multibay panels in supersonic flow regime. Thin-Walled Structures, v. 120, p. 470-478, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2017.08.034. Acesso em: 01 dez. 2025.
APA
Pacheco, D. R. Q., Marques, F. D., & Ferreira, A. J. M. (2017). Nonlinear finite element aeroelastic analysis of multibay panels in supersonic flow regime. Thin-Walled Structures, 120, 470-478. doi:10.1016/j.tws.2017.08.034
NLM
Pacheco DRQ, Marques FD, Ferreira AJM. Nonlinear finite element aeroelastic analysis of multibay panels in supersonic flow regime [Internet]. Thin-Walled Structures. 2017 ; 120 470-478.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2017.08.034
Vancouver
Pacheco DRQ, Marques FD, Ferreira AJM. Nonlinear finite element aeroelastic analysis of multibay panels in supersonic flow regime [Internet]. Thin-Walled Structures. 2017 ; 120 470-478.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2017.08.034
Artigo de periodico
Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections (2016)
Fávero Neto, Alomir Hélio; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: AÇO (RESISTÊNCIA), CONEXÕES ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FÁVERO NETO, Alomir Hélio e VIEIRA JUNIOR, Luiz Carlos Marcos e MALITE, Maximiliano. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. Thin-Walled Structures, v. 104, p. 44-53, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2016.02.017. Acesso em: 01 dez. 2025.
APA
Fávero Neto, A. H., Vieira Junior, L. C. M., & Malite, M. (2016). Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. Thin-Walled Structures, 104, 44-53. doi:10.1016/j.tws.2016.02.017
NLM
Fávero Neto AH, Vieira Junior LCM, Malite M. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections [Internet]. Thin-Walled Structures. 2016 ; 104 44-53.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2016.02.017
Vancouver
Fávero Neto AH, Vieira Junior LCM, Malite M. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections [Internet]. Thin-Walled Structures. 2016 ; 104 44-53.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2016.02.017
Artigo de periodico
Mode interaction in thin-walled equal-leg angle columns (2014)
Mesacasa Júnior, Enio Carlos; Dinis, Pedro Borges; Camotim, Dinar; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: COLUNAS, FLAMBAGEM (COMPORTAMENTO ESTRUTURAL), MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MESACASA JÚNIOR, Enio Carlos et al. Mode interaction in thin-walled equal-leg angle columns. Thin-Walled Structures, v. 81, p. 138-149, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2013.06.021. Acesso em: 01 dez. 2025.
APA
Mesacasa Júnior, E. C., Dinis, P. B., Camotim, D., & Malite, M. (2014). Mode interaction in thin-walled equal-leg angle columns. Thin-Walled Structures, 81, 138-149. doi:10.1016/j.tws.2013.06.021
NLM
Mesacasa Júnior EC, Dinis PB, Camotim D, Malite M. Mode interaction in thin-walled equal-leg angle columns [Internet]. Thin-Walled Structures. 2014 ; 81 138-149.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2013.06.021
Vancouver
Mesacasa Júnior EC, Dinis PB, Camotim D, Malite M. Mode interaction in thin-walled equal-leg angle columns [Internet]. Thin-Walled Structures. 2014 ; 81 138-149.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2013.06.021
Artigo de periodico
Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application (2014)
Basaglia, Cilmar Donizeti; Camotim, Dinar; Coda, Humberto Breves
Source: Thin-Walled Structures. Unidade: EESC
Subjects: FLAMBAGEM, ESTRUTURAS DE AÇO, PÓRTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BASAGLIA, Cilmar Donizeti e CAMOTIM, Dinar e CODA, Humberto Breves. Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. Thin-Walled Structures, v. 81, p. 78-88, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2013.07.007. Acesso em: 01 dez. 2025.
APA
Basaglia, C. D., Camotim, D., & Coda, H. B. (2014). Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. Thin-Walled Structures, 81, 78-88. doi:10.1016/j.tws.2013.07.007
NLM
Basaglia CD, Camotim D, Coda HB. Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application [Internet]. Thin-Walled Structures. 2014 ; 81 78-88.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2013.07.007
Vancouver
Basaglia CD, Camotim D, Coda HB. Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application [Internet]. Thin-Walled Structures. 2014 ; 81 78-88.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2013.07.007
Artigo de periodico
Simplified models for cross-section stress demands on C-section purlins in uplift (2010)
Vieira Junior, Luis Carlos Marcos; Malite, Maximiliano ; Schafer, Benjamin William
Source: Thin-Walled Structures. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, ELEMENTOS ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VIEIRA JUNIOR, Luis Carlos Marcos e MALITE, Maximiliano e SCHAFER, Benjamin William. Simplified models for cross-section stress demands on C-section purlins in uplift. Thin-Walled Structures, v. 48, n. Ja 2010, p. 33-41, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2009.07.009. Acesso em: 01 dez. 2025.
APA
Vieira Junior, L. C. M., Malite, M., & Schafer, B. W. (2010). Simplified models for cross-section stress demands on C-section purlins in uplift. Thin-Walled Structures, 48( Ja 2010), 33-41. doi:10.1016/j.tws.2009.07.009
NLM
Vieira Junior LCM, Malite M, Schafer BW. Simplified models for cross-section stress demands on C-section purlins in uplift [Internet]. Thin-Walled Structures. 2010 ; 48( Ja 2010): 33-41.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2009.07.009
Vancouver
Vieira Junior LCM, Malite M, Schafer BW. Simplified models for cross-section stress demands on C-section purlins in uplift [Internet]. Thin-Walled Structures. 2010 ; 48( Ja 2010): 33-41.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/j.tws.2009.07.009
Artigo de periodico
Dynamic failure of structural joint systems (2000)
Birch, R S; Alves, Marcílio
Source: Thin-Walled Structures. Unidade: EP
Subjects: FADIGA DAS ESTRUTURAS, RESISTÊNCIA DOS MATERIAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BIRCH, R S e ALVES, Marcílio. Dynamic failure of structural joint systems. Thin-Walled Structures, v. 36, n. 2, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0263-8231(99)00040-3. Acesso em: 01 dez. 2025.
APA
Birch, R. S., & Alves, M. (2000). Dynamic failure of structural joint systems. Thin-Walled Structures, 36( 2). doi:10.1016/s0263-8231(99)00040-3
NLM
Birch RS, Alves M. Dynamic failure of structural joint systems [Internet]. Thin-Walled Structures. 2000 ; 36( 2):[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/s0263-8231(99)00040-3
Vancouver
Birch RS, Alves M. Dynamic failure of structural joint systems [Internet]. Thin-Walled Structures. 2000 ; 36( 2):[citado 2025 dez. 01 ] Available from: https://doi.org/10.1016/s0263-8231(99)00040-3

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