ReP USP - Resultado da busca

Artigo de periodico
Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM (2022)
Siqueira, Tiago Morkis; Morantes Rodríguez, Edwin Alexander; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ELEMENTOS ESTRUTURAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SIQUEIRA, Tiago Morkis e MORANTES RODRÍGUEZ, Edwin Alexander e CODA, Humberto Breves. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, v. 19, n. 7, p. 1-31, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257295. Acesso em: 12 out. 2024.
APA
Siqueira, T. M., Morantes Rodríguez, E. A., & Coda, H. B. (2022). Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, 19( 7), 1-31. doi:10.1590/1679-78257295
NLM
Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 out. 12 ] Available from: https://doi.org/10.1590/1679-78257295
Vancouver
Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 out. 12 ] Available from: https://doi.org/10.1590/1679-78257295
Trabalho de evento
Numerical solution of single-phase flows in karstified heterogeneous carbonate rocks (2022)
Buscaglia, Gustavo Carlos ; Rocha, Franciane Fracalossi ; Jaramillo, Alfredo ; Sousa, Fabricio Simeoni de ; Ausas, Roberto Federico ; Pereira, Felipe
Source: Proceedings. Conference titles: Ibero-Latin-American Congress on Computational Methods in Engineering - CLIAMCE. Unidades: ICMC, EESC
Subjects: MODELOS MATEMÁTICOS, ESCOAMENTO BIFÁSICO, SIMULAÇÃO (ESTATÍSTICA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BUSCAGLIA, Gustavo Carlos et al. Numerical solution of single-phase flows in karstified heterogeneous carbonate rocks. 2022, Anais.. Rio de Janeiro: ABMEC, 2022. Disponível em: https://cilamce.com.br/anais/index.php?ano=2022. Acesso em: 12 out. 2024.
APA
Buscaglia, G. C., Rocha, F. F., Jaramillo, A., Sousa, F. S. de, Ausas, R. F., & Pereira, F. (2022). Numerical solution of single-phase flows in karstified heterogeneous carbonate rocks. In Proceedings. Rio de Janeiro: ABMEC. Recuperado de https://cilamce.com.br/anais/index.php?ano=2022
NLM
Buscaglia GC, Rocha FF, Jaramillo A, Sousa FS de, Ausas RF, Pereira F. Numerical solution of single-phase flows in karstified heterogeneous carbonate rocks [Internet]. Proceedings. 2022 ;[citado 2024 out. 12 ] Available from: https://cilamce.com.br/anais/index.php?ano=2022
Vancouver
Buscaglia GC, Rocha FF, Jaramillo A, Sousa FS de, Ausas RF, Pereira F. Numerical solution of single-phase flows in karstified heterogeneous carbonate rocks [Internet]. Proceedings. 2022 ;[citado 2024 out. 12 ] Available from: https://cilamce.com.br/anais/index.php?ano=2022
Artigo de periodico
A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach (2021)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 12 out. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253
NLM
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 out. 12 ] Available from: https://doi.org/10.1590/1679-78256253
Vancouver
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 out. 12 ] Available from: https://doi.org/10.1590/1679-78256253
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: 12 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
Artigo de periodico
An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation (2021)
Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: PAINÉIS SANDWICH, ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, v. 18, n. 6, p. 1-26, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256568. Acesso em: 12 out. 2024.
APA
Coda, H. B. (2021). An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, 18( 6), 1-26. doi:10.1590/1679-78256568
NLM
Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2024 out. 12 ] Available from: https://doi.org/10.1590/1679-78256568
Vancouver
Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2024 out. 12 ] Available from: https://doi.org/10.1590/1679-78256568
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.
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.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: 12 out. 2024.
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 2024 out. 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 2024 out. 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
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: 12 out. 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 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, 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. 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 out. 2024.
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 2024 out. 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 2024 out. 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
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: 12 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.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: 12 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.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: 12 out. 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 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: 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 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.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: 12 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
Trabalho de evento
Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method (2021)
Perlin, Christian Luiz; Coda, Humberto Breves
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: 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 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.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
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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 out. 2024.
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 2024 out. 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 2024 out. 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
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: 12 out. 2024.
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 2024 out. 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.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: 12 out. 2024.
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 2024 out. 12 ] 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 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/64397d3e-e755-40b1-8a1b-0913e2f4d17b/arti86.pdf

USP Schools

ReP

Filtros

Departament

Authors

USP affiliated authors

Date published

Subjects

Conference titles

Funding Agencies

Normalized affiliation

Non normalized affiliation

Countries of institutions of collaboration