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Trabalho de evento
Shear strength and stiffness of CLT specimens with different species-adhesives combinations (2025)
Molina, Julio Cesar ; Silva, João Vitor Felippe; Calil Júnior, Carlito
Fonte: Proceedings. Nome do evento: World Conference on Timber Engineering - WCTE. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
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ABNT
MOLINA, Julio Cesar e SILVA, João Vitor Felippe e CALIL JÚNIOR, Carlito. Shear strength and stiffness of CLT specimens with different species-adhesives combinations. 2025, Anais.. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: http://dx.doi.org/10.52202/080513-0668. Acesso em: 12 nov. 2025.
APA
Molina, J. C., Silva, J. V. F., & Calil Júnior, C. (2025). Shear strength and stiffness of CLT specimens with different species-adhesives combinations. In Proceedings. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/080513-0668
NLM
Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2025 nov. 12 ] Available from: http://dx.doi.org/10.52202/080513-0668
Vancouver
Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2025 nov. 12 ] Available from: http://dx.doi.org/10.52202/080513-0668
Trabalho de evento
Reliability assessment of a 5-metre railway steel bridge: a case study (2025)
Faria, Caroline Correa de; Bittencourt, Túlio Nogueira ; Guirard, Daniel M; Beck, André Teófilo
Fonte: Proceedings. Nome do evento: International fib Symposium on the Conceptual Design of Structures. Unidades: EESC, EP
Assuntos: ESTRUTURAS DE AÇO, PONTES FERROVIÁRIAS, MÉTODO DE MONTE CARLO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
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ABNT
FARIA, Caroline Correa de et al. Reliability assessment of a 5-metre railway steel bridge: a case study. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf. Acesso em: 12 nov. 2025.
APA
Faria, C. C. de, Bittencourt, T. N., Guirard, D. M., & Beck, A. T. (2025). Reliability assessment of a 5-metre railway steel bridge: a case study. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
NLM
Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
Vancouver
Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
Trabalho de evento
Probabilistic inspection planning for the life cycle management of railway bridges (2024)
Ames, Isabela; Bittencourt, Túlio Nogueira ; Futai, Marcos Massao ; Beck, André Teófilo ; Carvalho, H.
Fonte: Proceedings. Nome do evento: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EESC, EP
Assunto: ESTRUTURAS
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ABNT
AMES, Isabela et al. Probabilistic inspection planning for the life cycle management of railway bridges. 2024, Anais.. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.1201/9781003483755-332. Acesso em: 12 nov. 2025.
APA
Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Carvalho, H. (2024). Probabilistic inspection planning for the life cycle management of railway bridges. In Proceedings. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003483755-332
NLM
Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2025 nov. 12 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
Vancouver
Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2025 nov. 12 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
Trabalho de evento
Truss topology optimization considering uncertainties in the applied loads and progressive collapse (2021)
Silva, Lucas Araujo R. da; Beck, André Teófilo
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: TRELIÇAS, ESTRUTURAS
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ABNT
SILVA, Lucas Araujo R. da e BECK, André Teófilo. Truss topology optimization considering uncertainties in the applied loads and progressive collapse. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf. Acesso em: 12 nov. 2025.
APA
Silva, L. A. R. da, & Beck, A. T. (2021). Truss topology optimization considering uncertainties in the applied loads and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
NLM
Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
Vancouver
Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
Trabalho de evento
Overall effective elastic properties of composites by computational homogenization (2021)
Santos, Wanderson Ferreira dos; Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Overall effective elastic properties of composites by computational homogenization. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf. Acesso em: 12 nov. 2025.
APA
Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2021). Overall effective elastic properties of composites by computational homogenization. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
NLM
Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
Vancouver
Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
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: 12 nov. 2025.
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 2025 nov. 12 ] 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 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
Trabalho de evento
A quadratic GFEM formulation for fracture mechanics problems (2021)
Bento, Murilo Henrique Campana; Ramos, Caio Silva; Proença, Sérgio Persival Baroncini ; Duarte, Carlos A.
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA, ESTRUTURAS
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ABNT
BENTO, Murilo Henrique Campana et al. A quadratic GFEM formulation for fracture mechanics problems. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf. Acesso em: 12 nov. 2025.
APA
Bento, M. H. C., Ramos, C. S., Proença, S. P. B., & Duarte, C. A. (2021). A quadratic GFEM formulation for fracture mechanics problems. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
NLM
Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
Vancouver
Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
Trabalho de evento
Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate (2021)
Vieira, Welington Hilário; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS
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ABNT
VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf. Acesso em: 12 nov. 2025.
APA
Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
NLM
Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
Vancouver
Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
Trabalho de evento
An isogeometric boundary element formulation for fibre-reinforced 3D domains (2021)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EESC, FD
Assuntos: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, TERCEIRA DIMENSÃO, ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. An isogeometric boundary element formulation for fibre-reinforced 3D domains. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf. Acesso em: 12 nov. 2025.
APA
Rodrigues Neto, A., & Leonel, E. D. (2021). An isogeometric boundary element formulation for fibre-reinforced 3D domains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
NLM
Rodrigues Neto A, Leonel ED. An isogeometric boundary element formulation for fibre-reinforced 3D domains [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
Vancouver
Rodrigues Neto A, Leonel ED. An isogeometric boundary element formulation for fibre-reinforced 3D domains [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
Trabalho de evento
The influence of time integrator on contact/impact problems using the positional finite element method (2021)
Moreira, Darcy Hannah Falcão Rangel; Carvalho, Péricles Rafael Pavão; Sanches, Rodolfo André Kuche
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
MOREIRA, Darcy Hannah Falcão Rangel e CARVALHO, Péricles Rafael Pavão e SANCHES, Rodolfo André Kuche. The influence of time integrator on contact/impact problems using the positional finite element method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf. Acesso em: 12 nov. 2025.
APA
Moreira, D. H. F. R., Carvalho, P. R. P., & Sanches, R. A. K. (2021). The influence of time integrator on contact/impact problems using the positional finite element method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
NLM
Moreira DHFR, Carvalho PRP, Sanches RAK. The influence of time integrator on contact/impact problems using the positional finite element method [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
Vancouver
Moreira DHFR, Carvalho PRP, Sanches RAK. The influence of time integrator on contact/impact problems using the positional finite element method [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf
Trabalho de evento-resumo
Equilibrium of a linearly peridynamic material (2021)
Aguiar, Adair Roberto ; Seitenfus, Alan B
Fonte: Proceedings. Nome do evento: International Congress of Theoretical and Applied Mechanics - ICTAM. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e SEITENFUS, Alan B. Equilibrium of a linearly peridynamic material. 2021, Anais.. Milano, Italy: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2021. Disponível em: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf. Acesso em: 12 nov. 2025.
APA
Aguiar, A. R., & Seitenfus, A. B. (2021). Equilibrium of a linearly peridynamic material. In Proceedings. Milano, Italy: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
NLM
Aguiar AR, Seitenfus AB. Equilibrium of a linearly peridynamic material [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
Vancouver
Aguiar AR, Seitenfus AB. Equilibrium of a linearly peridynamic material [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
Trabalho de evento
A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method (2021)
Souza, Bruno Rammon Silva; Bento, Murilo Henrique Campana; Proença, Sérgio Persival Baroncini
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
SOUZA, Bruno Rammon Silva e BENTO, Murilo Henrique Campana e PROENÇA, Sérgio Persival Baroncini. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf. Acesso em: 12 nov. 2025.
APA
Souza, B. R. S., Bento, M. H. C., & Proença, S. P. B. (2021). A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
NLM
Souza BRS, Bento MHC, Proença SPB. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
Vancouver
Souza BRS, Bento MHC, Proença SPB. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
Trabalho de evento
Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows (2021)
Avancini, Giovane; Idelsohn, Sergio Rodolfo; Sanches, Rodolfo André Kuche
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
AVANCINI, Giovane e IDELSOHN, Sergio Rodolfo e SANCHES, Rodolfo André Kuche. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf. Acesso em: 12 nov. 2025.
APA
Avancini, G., Idelsohn, S. R., & Sanches, R. A. K. (2021). Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
NLM
Avancini G, Idelsohn SR, Sanches RAK. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
Vancouver
Avancini G, Idelsohn SR, Sanches RAK. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
Trabalho de evento
Risk optimization of RC beam under column loss scenario (2021)
Beck, André Teófilo ; Beck, André Teófilo
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: RISCO, COLUNAS, ESTRUTURAS
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ABNT
BECK, André Teófilo e BECK, André Teófilo. Risk optimization of RC beam under column loss scenario. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf. Acesso em: 12 nov. 2025.
APA
Beck, A. T., & Beck, A. T. (2021). Risk optimization of RC beam under column loss scenario. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
NLM
Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf
Vancouver
Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.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: 12 nov. 2025.
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 2025 nov. 12 ] 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 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
Trabalho de evento
A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids (2021)
Rosa, Rosicley Júnio Rodrigues; Sanches, Rodolfo André Kuche
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROSA, Rosicley Júnio Rodrigues e SANCHES, Rodolfo André Kuche. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf. Acesso em: 12 nov. 2025.
APA
Rosa, R. J. R., & Sanches, R. A. K. (2021). A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
NLM
Rosa RJR, Sanches RAK. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
Vancouver
Rosa RJR, Sanches RAK. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
Trabalho de evento
A simple formulation applied to finite strain viscoelastic solids and compressive flows (2021)
Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KISHINO, Renato Takeo et al. A simple formulation applied to finite strain viscoelastic solids and compressive flows. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf. Acesso em: 12 nov. 2025.
APA
Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2021). A simple formulation applied to finite strain viscoelastic solids and compressive flows. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf
NLM
Kishino RT, Kishino VH, Sanches RAK, Coda HB. A simple formulation applied to finite strain viscoelastic solids and compressive flows [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf
Vancouver
Kishino RT, Kishino VH, Sanches RAK, Coda HB. A simple formulation applied to finite strain viscoelastic solids and compressive flows [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf
Trabalho de evento
Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method (2021)
Perlin, Christian Luiz; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PERLIN, Christian Luiz e CODA, Humberto Breves. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf. Acesso em: 12 nov. 2025.
APA
Perlin, C. L., & Coda, H. B. (2021). Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf
NLM
Perlin CL, Coda HB. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf
Vancouver
Perlin CL, Coda HB. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf
Trabalho de evento
A membrane finite element based on position applied to the contact of fabrics with rigid surfaces (2021)
Perlin, Christian Luiz; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PERLIN, Christian Luiz e CODA, Humberto Breves. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf. Acesso em: 12 nov. 2025.
APA
Perlin, C. L., & Coda, H. B. (2021). A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
NLM
Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
Vancouver
Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
Trabalho de evento
Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models (2021)
Vieira, Welington Hilário; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf. Acesso em: 12 nov. 2025.
APA
Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
NLM
Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
Vancouver
Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2025 nov. 12 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf

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