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Artigo de periodico
Direct strength method–based approach for strength prediction of pultruded GFRP angle columns (2023)
Diniz, Anne Caroline Monteiro ; Malite, Maximiliano ; Cardoso, Daniel C. T.
Fonte: Journal of Composites for Construction. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano e CARDOSO, Daniel C. T. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns. Journal of Composites for Construction, v. 27, n. 3, p. 1-17, 2023Tradução . . Disponível em: https://doi.org/10.1061/JCCOF2.CCENG-4084. Acesso em: 08 jun. 2024.
APA
Diniz, A. C. M., Malite, M., & Cardoso, D. C. T. (2023). Direct strength method–based approach for strength prediction of pultruded GFRP angle columns. Journal of Composites for Construction, 27( 3), 1-17. doi:10.1061/JCCOF2.CCENG-4084
NLM
Diniz ACM, Malite M, Cardoso DCT. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns [Internet]. Journal of Composites for Construction. 2023 ; 27( 3): 1-17.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1061/JCCOF2.CCENG-4084
Vancouver
Diniz ACM, Malite M, Cardoso DCT. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns [Internet]. Journal of Composites for Construction. 2023 ; 27( 3): 1-17.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1061/JCCOF2.CCENG-4084
Trabalho de evento
Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections (2021)
Diniz, Anne Caroline Monteiro; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, ESTRUTURAS
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ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf. Acesso em: 08 jun. 2024.
APA
Diniz, A. C. M., & Malite, M. (2021). Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
NLM
Diniz ACM, Malite M. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections [Internet]. Proceedings. 2021 ;[citado 2024 jun. 08 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
Vancouver
Diniz ACM, Malite M. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections [Internet]. Proceedings. 2021 ;[citado 2024 jun. 08 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
Trabalho de evento
Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review (2021)
Diniz, Anne Caroline Monteiro; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, FLAMBAGEM, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf. Acesso em: 08 jun. 2024.
APA
Diniz, A. C. M., & Malite, M. (2021). Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
NLM
Diniz ACM, Malite M. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review [Internet]. Proceedings. 2021 ;[citado 2024 jun. 08 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
Vancouver
Diniz ACM, Malite M. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review [Internet]. Proceedings. 2021 ;[citado 2024 jun. 08 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
Artigo de periodico
Effective slenderness ratio approach for thin-walled angle columns connected by the leg (2021)
Branquinho, Maria Ávila; Malite, Maximiliano
Fonte: Journal of Constructional Steel Research. Unidade: EESC
Assuntos: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, FLAMBAGEM, ESTRUTURAS
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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: 08 jun. 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 jun. 08 ] 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 jun. 08 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
Artigo de periodico
Behavior and design of concentric and eccentrically loaded pultruded GFRP angle columns (2021)
Monteiro, Anne C. L; Malite, Maximiliano
Fonte: Thin-Walled Structures. Unidade: EESC
Assuntos: 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: 08 jun. 2024.
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 2024 jun. 08 ] 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 2024 jun. 08 ] 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
Fonte: Thin-Walled Structures. Unidade: EESC
Assuntos: 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: 08 jun. 2024.
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 2024 jun. 08 ] 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 2024 jun. 08 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
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
Fonte: Journal of Constructional Steel Research. Unidade: EESC
Assuntos: ESTRUTURAS MISTAS, CISALHAMENTO, LAJES, ESTRUTURAS
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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: 08 jun. 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 jun. 08 ] 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 jun. 08 ] Available from: https://doi.org/10.1016/j.jcsr.2019.105908
Trabalho de evento
On the dynamic analysis and design of pultruded GFRP I-beams (2020)
Monteiro, Anne C. L; Nunes, Kildenberg K. F.; Diógenes, Hidelbrando José Farkat; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: VIGAS, ESTRUTURAS
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ABNT
MONTEIRO, Anne C. L et al. On the dynamic analysis and design of pultruded GFRP I-beams. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/6ff4c0cd-fefa-4c68-8c4f-ac31d8d02dee/APznzabcdUzVJ1qOCsuUxtnRpJj8EVFxzOx6E8zJhcG714o6AglSc12i8ecw99Psbd590R7-eEkRewteNU3YfmqJWqs8QnUwQ4f9lr_29gZyfkncrYD76JP7efzlH0alVmamipvWVkVbRDXSch-8XLkuSrRNantx9FrTSZi-l-oYaS6FoeBUOJwYaQ9IXMnTd7xZ5_V1NQx45G2IezDT.pdf. Acesso em: 08 jun. 2024.
APA
Monteiro, A. C. L., Nunes, K. K. F., Diógenes, H. J. F., & Malite, M. (2020). On the dynamic analysis and design of pultruded GFRP I-beams. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/6ff4c0cd-fefa-4c68-8c4f-ac31d8d02dee/APznzabcdUzVJ1qOCsuUxtnRpJj8EVFxzOx6E8zJhcG714o6AglSc12i8ecw99Psbd590R7-eEkRewteNU3YfmqJWqs8QnUwQ4f9lr_29gZyfkncrYD76JP7efzlH0alVmamipvWVkVbRDXSch-8XLkuSrRNantx9FrTSZi-l-oYaS6FoeBUOJwYaQ9IXMnTd7xZ5_V1NQx45G2IezDT.pdf
NLM
Monteiro ACL, Nunes KKF, Diógenes HJF, Malite M. On the dynamic analysis and design of pultruded GFRP I-beams [Internet]. Proceedings. 2020 ;[citado 2024 jun. 08 ] Available from: https://repositorio.usp.br/directbitstream/6ff4c0cd-fefa-4c68-8c4f-ac31d8d02dee/APznzabcdUzVJ1qOCsuUxtnRpJj8EVFxzOx6E8zJhcG714o6AglSc12i8ecw99Psbd590R7-eEkRewteNU3YfmqJWqs8QnUwQ4f9lr_29gZyfkncrYD76JP7efzlH0alVmamipvWVkVbRDXSch-8XLkuSrRNantx9FrTSZi-l-oYaS6FoeBUOJwYaQ9IXMnTd7xZ5_V1NQx45G2IezDT.pdf
Vancouver
Monteiro ACL, Nunes KKF, Diógenes HJF, Malite M. On the dynamic analysis and design of pultruded GFRP I-beams [Internet]. Proceedings. 2020 ;[citado 2024 jun. 08 ] Available from: https://repositorio.usp.br/directbitstream/6ff4c0cd-fefa-4c68-8c4f-ac31d8d02dee/APznzabcdUzVJ1qOCsuUxtnRpJj8EVFxzOx6E8zJhcG714o6AglSc12i8ecw99Psbd590R7-eEkRewteNU3YfmqJWqs8QnUwQ4f9lr_29gZyfkncrYD76JP7efzlH0alVmamipvWVkVbRDXSch-8XLkuSrRNantx9FrTSZi-l-oYaS6FoeBUOJwYaQ9IXMnTd7xZ5_V1NQx45G2IezDT.pdf
Artigo de periodico
Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load (2020)
Ribeiro, Paulo de Oliveira; Gidrão, Gustavo de Miranda Saleme; Vareda, Luiz Vicente; Carrazedo, Ricardo ; Malite, Maximiliano
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: VIGAS, ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
RIBEIRO, Paulo de Oliveira et al. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, v. 17, n. 3, p. 1-20, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255880. Acesso em: 08 jun. 2024.
APA
Ribeiro, P. de O., Gidrão, G. de M. S., Vareda, L. V., Carrazedo, R., & Malite, M. (2020). Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, 17( 3), 1-20. doi:10.1590/1679-78255880
NLM
Ribeiro P de O, Gidrão G de MS, Vareda LV, Carrazedo R, Malite M. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-20.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1590/1679-78255880
Vancouver
Ribeiro P de O, Gidrão G de MS, Vareda LV, Carrazedo R, Malite M. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-20.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1590/1679-78255880
Trabalho de evento
Stability analysis of unbraced steel storage racks: discussions an alternatives (2019)
Branquinho, Maria Ávila; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Structural Stability Research Council Annual Stability Conference. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
BRANQUINHO, Maria Ávila e VIEIRA JUNIOR, Luiz Carlos Marcos e MALITE, Maximiliano. Stability analysis of unbraced steel storage racks: discussions an alternatives. 2019, Anais.. Chicago, IL, USA: SSRC, 2019. . Acesso em: 08 jun. 2024.
APA
Branquinho, M. Á., Vieira Junior, L. C. M., & Malite, M. (2019). Stability analysis of unbraced steel storage racks: discussions an alternatives. In Proceedings. Chicago, IL, USA: SSRC.
NLM
Branquinho MÁ, Vieira Junior LCM, Malite M. Stability analysis of unbraced steel storage racks: discussions an alternatives. Proceedings. 2019 ;[citado 2024 jun. 08 ]
Vancouver
Branquinho MÁ, Vieira Junior LCM, Malite M. Stability analysis of unbraced steel storage racks: discussions an alternatives. Proceedings. 2019 ;[citado 2024 jun. 08 ]
Artigo de periodico
Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection (2018)
Gilio, Fernando Henrique Santana; Vieira Junior, Luiz C. M.; Malite, Maximiliano
Fonte: Engineering Structures. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE AÇO, ESTRUTURAS
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ABNT
GILIO, Fernando Henrique Santana e VIEIRA JUNIOR, Luiz C. M. e MALITE, Maximiliano. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. Engineering Structures, v. 171, p. 658-672, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.05.095. Acesso em: 08 jun. 2024.
APA
Gilio, F. H. S., Vieira Junior, L. C. M., & Malite, M. (2018). Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. Engineering Structures, 171, 658-672. doi:10.1016/j.engstruct.2018.05.095
NLM
Gilio FHS, Vieira Junior LCM, Malite M. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection [Internet]. Engineering Structures. 2018 ; 171 658-672.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.095
Vancouver
Gilio FHS, Vieira Junior LCM, Malite M. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection [Internet]. Engineering Structures. 2018 ; 171 658-672.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.095
Artigo de periodico
Numerical analysis of cold-formed double angles back-to-back under compression (2017)
Leal, Davi Fagundes; Munaiar Neto, Jorge; Malite, Maximiliano
Fonte: REM: International Engineering Journal. Unidade: EESC
Assuntos: ESTRUTURAS DE AÇO, ESTABILIDADE ESTRUTURAL, ANÁLISE NUMÉRICA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
LEAL, Davi Fagundes e MUNAIAR NETO, Jorge e MALITE, Maximiliano. Numerical analysis of cold-formed double angles back-to-back under compression. REM: International Engineering Journal, v. 70, n. 4, p. 399-406, 2017Tradução . . Disponível em: https://doi.org/10.1590/0370-44672016700183. Acesso em: 08 jun. 2024.
APA
Leal, D. F., Munaiar Neto, J., & Malite, M. (2017). Numerical analysis of cold-formed double angles back-to-back under compression. REM: International Engineering Journal, 70( 4), 399-406. doi:10.1590/0370-44672016700183
NLM
Leal DF, Munaiar Neto J, Malite M. Numerical analysis of cold-formed double angles back-to-back under compression [Internet]. REM: International Engineering Journal. 2017 ; 70( 4): 399-406.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1590/0370-44672016700183
Vancouver
Leal DF, Munaiar Neto J, Malite M. Numerical analysis of cold-formed double angles back-to-back under compression [Internet]. REM: International Engineering Journal. 2017 ; 70( 4): 399-406.[citado 2024 jun. 08 ] Available from: https://doi.org/10.1590/0370-44672016700183
Trabalho de evento
Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection (2017)
Gilio, Fernando Henrique Santana; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Structural Stability Research Council Annual Stability Conference. Unidade: EESC
Assuntos: ESTRUTURAS DE AÇO, LIGAÇÕES ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GILIO, Fernando Henrique Santana e VIEIRA JUNIOR, Luiz Carlos Marcos e MALITE, Maximiliano. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. 2017, Anais.. San Antonio, Texas, USA: SSRC, 2017. . Acesso em: 08 jun. 2024.
APA
Gilio, F. H. S., Vieira Junior, L. C. M., & Malite, M. (2017). Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. In Proceedings. San Antonio, Texas, USA: SSRC.
NLM
Gilio FHS, Vieira Junior LCM, Malite M. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. Proceedings. 2017 ;[citado 2024 jun. 08 ]
Vancouver
Gilio FHS, Vieira Junior LCM, Malite M. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. Proceedings. 2017 ;[citado 2024 jun. 08 ]
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
Fonte: Thin-Walled Structures. Unidade: EESC
Assuntos: 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: 08 jun. 2024.
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 2024 jun. 08 ] 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 2024 jun. 08 ] Available from: https://doi.org/10.1016/j.tws.2016.02.017
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
Fonte: Journal of Constructional Steel Research. Unidade: EESC
Assuntos: 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: 08 jun. 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 jun. 08 ] 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 jun. 08 ] Available from: https://doi.org/10.1016/j.jcsr.2016.03.003
Trabalho de evento
GBT-based buckling analysis of thin-walled steel frames with semi-rigid joints (2016)
Mesacasa Junior, Enio; Basaglia, Cilmar; Camotim, Dinar; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Structural Stability Research Council Annual Stability Conference. Unidade: EESC
Assuntos: ESTRUTURAS DE AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MESACASA JUNIOR, Enio et al. GBT-based buckling analysis of thin-walled steel frames with semi-rigid joints. 2016, Anais.. Orlando, Florida, USA: SSRC, 2016. . Acesso em: 08 jun. 2024.
APA
Mesacasa Junior, E., Basaglia, C., Camotim, D., & Malite, M. (2016). GBT-based buckling analysis of thin-walled steel frames with semi-rigid joints. In Proceedings. Orlando, Florida, USA: SSRC.
NLM
Mesacasa Junior E, Basaglia C, Camotim D, Malite M. GBT-based buckling analysis of thin-walled steel frames with semi-rigid joints. Proceedings. 2016 ;[citado 2024 jun. 08 ]
Vancouver
Mesacasa Junior E, Basaglia C, Camotim D, Malite M. GBT-based buckling analysis of thin-walled steel frames with semi-rigid joints. Proceedings. 2016 ;[citado 2024 jun. 08 ]
Artigo de periodico
Mode interaction in thin-walled equal-leg angle columns (2014)
Mesacasa Júnior, Enio Carlos; Dinis, Pedro Borges; Camotim, Dinar; Malite, Maximiliano
Fonte: Thin-Walled Structures. Unidade: EESC
Assuntos: 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: 08 jun. 2024.
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 2024 jun. 08 ] 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 2024 jun. 08 ] Available from: https://doi.org/10.1016/j.tws.2013.06.021
Trabalho de evento
On frame stability analysis (2013)
Dória, André Santos; Malite, Maximiliano; Vieira Junior, Luiz Carlos Marcos
Fonte: Proceedings. Nome do evento: Structural Stability Research Council Annual Stability Conference. Unidade: EESC
Assuntos: ESTABILIDADE ESTRUTURAL, ANÁLISE NUMÉRICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DÓRIA, André Santos e MALITE, Maximiliano e VIEIRA JUNIOR, Luiz Carlos Marcos. On frame stability analysis. 2013, Anais.. Rolla: Structural Stability Research Council - SSRC, 2013. . Acesso em: 08 jun. 2024.
APA
Dória, A. S., Malite, M., & Vieira Junior, L. C. M. (2013). On frame stability analysis. In Proceedings. Rolla: Structural Stability Research Council - SSRC.
NLM
Dória AS, Malite M, Vieira Junior LCM. On frame stability analysis. Proceedings. 2013 ;[citado 2024 jun. 08 ]
Vancouver
Dória AS, Malite M, Vieira Junior LCM. On frame stability analysis. Proceedings. 2013 ;[citado 2024 jun. 08 ]
Trabalho de evento
Simplified procedure to determine the flexural strenght for distortational buckling of cold-formed steel members (2013)
Grossi, Luiz Gustavo Fernandes; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano
Fonte: Atas. Nome do evento: Congresso de Construção Metálica e Mista. Unidade: EESC
Assuntos: FLAMBAGEM, AÇO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GROSSI, Luiz Gustavo Fernandes e VIEIRA JUNIOR, Luiz Carlos Marcos e MALITE, Maximiliano. Simplified procedure to determine the flexural strenght for distortational buckling of cold-formed steel members. 2013, Anais.. Coimbra, Portugal: CMM, 2013. . Acesso em: 08 jun. 2024.
APA
Grossi, L. G. F., Vieira Junior, L. C. M., & Malite, M. (2013). Simplified procedure to determine the flexural strenght for distortational buckling of cold-formed steel members. In Atas. Coimbra, Portugal: CMM.
NLM
Grossi LGF, Vieira Junior LCM, Malite M. Simplified procedure to determine the flexural strenght for distortational buckling of cold-formed steel members. Atas. 2013 ;[citado 2024 jun. 08 ]
Vancouver
Grossi LGF, Vieira Junior LCM, Malite M. Simplified procedure to determine the flexural strenght for distortational buckling of cold-formed steel members. Atas. 2013 ;[citado 2024 jun. 08 ]
Trabalho de evento
Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections (2013)
Fávero Neto, Alomir Hélio; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano
Fonte: Proceedings. Nome do evento: Structural Stability Research Council Annual Stability Conference. Unidade: EESC
Assuntos: AÇO (RESISTÊNCIA), CONEXÕES ESTRUTURAIS
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. 2013, Anais.. Rolla: Structural Stability Research Council - SSRC, 2013. . Acesso em: 08 jun. 2024.
APA
Fávero Neto, A. H., Vieira Junior, L. C. M., & Malite, M. (2013). Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. In Proceedings. Rolla: Structural Stability Research Council - SSRC.
NLM
Fávero Neto AH, Vieira Junior LCM, Malite M. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. Proceedings. 2013 ;[citado 2024 jun. 08 ]
Vancouver
Fávero Neto AH, Vieira Junior LCM, Malite M. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. Proceedings. 2013 ;[citado 2024 jun. 08 ]

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