ReP USP - Resultado da busca

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
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidades: EESC, EP
Subjects: ESTRUTURAS DE AÇO, PONTES FERROVIÁRIAS, MÉTODO DE MONTE CARLO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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.
Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EESC, EP
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: TRELIÇAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS, 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 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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
Trabalho de evento-resumo
Equilibrium of a linearly peridynamic material (2021)
Aguiar, Adair Roberto ; Seitenfus, Alan B
Source: Proceedings. Conference titles: International Congress of Theoretical and Applied Mechanics - ICTAM. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
Trabalho de evento
An isogeometric boundary element formulation for fibre-reinforced 3D domains (2021)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EESC, FD
Subjects: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, TERCEIRA DIMENSÃO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf
Trabalho de evento
Risk optimization of RC beam under column loss scenario (2021)
Beck, André Teófilo ; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: RISCO, COLUNAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: 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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: 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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] 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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: 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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: 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: 07 dez. 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 dez. 07 ] 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 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
Trabalho de evento
A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids (2021)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf. Acesso em: 07 dez. 2025.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2021). A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf
NLM
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic-viscoplastic model applied to two-dimensional finite element analysis of solids [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/3e61b33c-919e-48c9-834d-8639c12168cd/arti74.pdf
Trabalho de evento
Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity (2021)
Aguiar, Adair Roberto ; Rocha, Lucas Almeida
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto e ROCHA, Lucas Almeida. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf. Acesso em: 07 dez. 2025.
APA
Aguiar, A. R., & Rocha, L. A. (2021). Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
NLM
Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
Vancouver
Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
Trabalho de evento
An isogeometric Boundary Element formulation for solids containing trimmed surfaces (2021)
Rocha, Matheus; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROCHA, Matheus e LEONEL, Edson Denner. An isogeometric Boundary Element formulation for solids containing trimmed surfaces. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf. Acesso em: 07 dez. 2025.
APA
Rocha, M., & Leonel, E. D. (2021). An isogeometric Boundary Element formulation for solids containing trimmed surfaces. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
NLM
Rocha M, Leonel ED. An isogeometric Boundary Element formulation for solids containing trimmed surfaces [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
Vancouver
Rocha M, Leonel ED. An isogeometric Boundary Element formulation for solids containing trimmed surfaces [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf
Trabalho de evento
A finite strain elastoplastic model based on Flory’s decomposition (2021)
Kishino, Vitor Hiroshi; Kishino, Renato Takeo; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KISHINO, Vitor Hiroshi et al. A finite strain elastoplastic model based on Flory’s decomposition. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf. Acesso em: 07 dez. 2025.
APA
Kishino, V. H., Kishino, R. T., Paccola, R. R., & Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf
NLM
Kishino VH, Kishino RT, Paccola RR, Coda HB. A finite strain elastoplastic model based on Flory’s decomposition [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf
Vancouver
Kishino VH, Kishino RT, Paccola RR, Coda HB. A finite strain elastoplastic model based on Flory’s decomposition [Internet]. Proceedings. 2021 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf
Trabalho de evento
Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure (2020)
Santos, Wanderson Ferreira dos; Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: METAIS, RUPTURA DOS MATERIAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF. Acesso em: 07 dez. 2025.
APA
Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2020). Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF
NLM
Santos WF dos, Ferreira AR, Proença SPB. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure [Internet]. Proceedings. 2020 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF
Vancouver
Santos WF dos, Ferreira AR, Proença SPB. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure [Internet]. Proceedings. 2020 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF
Trabalho de evento
A nonlinear boundary element coupling formulation for three-dimensional bond-slip analysis (2020)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. A nonlinear boundary element coupling formulation for three-dimensional bond-slip analysis. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/3d63dfd4-fc3f-4595-bc27-661f14eb4949/APznzaYR2mUrw0uHavE8bCC-XFJ5s7DH4Wp0LjUe-G2djusR5_PRyrFQQdgh_QEdcb6ne0hwp3L2Rca0EMVSD0SM6Pr3qEDhfzbkws8xH7hG-7GPqEup8IPY2izQ_Rtoa0wn7hL_O-Y6sPudoIgwf-O4BFuqZxqJK_AXawYpKmQ20R9ghFusKLmhYSTZPL6pArV_Vz54GUtlBGvQkht8.pdf. Acesso em: 07 dez. 2025.
APA
Rodrigues Neto, A., & Leonel, E. D. (2020). A nonlinear boundary element coupling formulation for three-dimensional bond-slip analysis. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3d63dfd4-fc3f-4595-bc27-661f14eb4949/APznzaYR2mUrw0uHavE8bCC-XFJ5s7DH4Wp0LjUe-G2djusR5_PRyrFQQdgh_QEdcb6ne0hwp3L2Rca0EMVSD0SM6Pr3qEDhfzbkws8xH7hG-7GPqEup8IPY2izQ_Rtoa0wn7hL_O-Y6sPudoIgwf-O4BFuqZxqJK_AXawYpKmQ20R9ghFusKLmhYSTZPL6pArV_Vz54GUtlBGvQkht8.pdf
NLM
Rodrigues Neto A, Leonel ED. A nonlinear boundary element coupling formulation for three-dimensional bond-slip analysis [Internet]. Proceedings. 2020 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/3d63dfd4-fc3f-4595-bc27-661f14eb4949/APznzaYR2mUrw0uHavE8bCC-XFJ5s7DH4Wp0LjUe-G2djusR5_PRyrFQQdgh_QEdcb6ne0hwp3L2Rca0EMVSD0SM6Pr3qEDhfzbkws8xH7hG-7GPqEup8IPY2izQ_Rtoa0wn7hL_O-Y6sPudoIgwf-O4BFuqZxqJK_AXawYpKmQ20R9ghFusKLmhYSTZPL6pArV_Vz54GUtlBGvQkht8.pdf
Vancouver
Rodrigues Neto A, Leonel ED. A nonlinear boundary element coupling formulation for three-dimensional bond-slip analysis [Internet]. Proceedings. 2020 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/3d63dfd4-fc3f-4595-bc27-661f14eb4949/APznzaYR2mUrw0uHavE8bCC-XFJ5s7DH4Wp0LjUe-G2djusR5_PRyrFQQdgh_QEdcb6ne0hwp3L2Rca0EMVSD0SM6Pr3qEDhfzbkws8xH7hG-7GPqEup8IPY2izQ_Rtoa0wn7hL_O-Y6sPudoIgwf-O4BFuqZxqJK_AXawYpKmQ20R9ghFusKLmhYSTZPL6pArV_Vz54GUtlBGvQkht8.pdf
Trabalho de evento
Numerical analysis of reinforced concrete structures considering coarde agregates (2020)
Ramos, Evérton Souza; Carrazedo, Rogério
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, ANÁLISE NUMÉRICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RAMOS, Evérton Souza e CARRAZEDO, Rogério. Numerical analysis of reinforced concrete structures considering coarde agregates. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF. Acesso em: 07 dez. 2025.
APA
Ramos, E. S., & Carrazedo, R. (2020). Numerical analysis of reinforced concrete structures considering coarde agregates. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF
NLM
Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete structures considering coarde agregates [Internet]. Proceedings. 2020 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF
Vancouver
Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete structures considering coarde agregates [Internet]. Proceedings. 2020 ;[citado 2025 dez. 07 ] Available from: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF

USP Schools

ReP

Filtros

USP Schools

Departament

Authors

USP affiliated authors

Date published

Subjects

Publisher

Conference titles

Countries/Territories

Funding Agencies

Non normalized affiliation

Countries of institutions of collaboration