ReP USP - Resultado da busca

Artigo de periodico
An overview of the natural force density method and its implementation on an efficient parametric computational framework (2021)
Souza, Márcio Sartorelli Venâncio de ; Pauletti, Ruy Marcelo de Oliveira
Source: Curved and Layered Structures. Unidade: EP
Subjects: ESTRUTURAS, CONEXÕES ESTRUTURAIS, CAE
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUZA, Márcio Sartorelli Venâncio de e PAULETTI, Ruy Marcelo de Oliveira. An overview of the natural force density method and its implementation on an efficient parametric computational framework. Curved and Layered Structures, v. 8, n. Ja 2021, p. 47–60, 2021Tradução . . Disponível em: https://doi.org/10.1515/cls-2021-0005. Acesso em: 09 nov. 2024.
APA
Souza, M. S. V. de, & Pauletti, R. M. de O. (2021). An overview of the natural force density method and its implementation on an efficient parametric computational framework. Curved and Layered Structures, 8( Ja 2021), 47–60. doi:10.1515/cls-2021-0005
NLM
Souza MSV de, Pauletti RM de O. An overview of the natural force density method and its implementation on an efficient parametric computational framework [Internet]. Curved and Layered Structures. 2021 ; 8( Ja 2021): 47–60.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1515/cls-2021-0005
Vancouver
Souza MSV de, Pauletti RM de O. An overview of the natural force density method and its implementation on an efficient parametric computational framework [Internet]. Curved and Layered Structures. 2021 ; 8( Ja 2021): 47–60.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1515/cls-2021-0005
Artigo de periodico
Connection system for gridshell structures using parametric modeling and digital fabrication (2020)
Oliveira, Isabel Moreira de ; Pauletti, Ruy Marcelo de Oliveira ; Meneghetti, Leila Cristina
Source: Automation in Construction. Unidade: EP
Subjects: ESTRUTURAS RETICULADAS, CONEXÕES ESTRUTURAIS, CAE
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Isabel Moreira de e PAULETTI, Ruy Marcelo de Oliveira e MENEGHETTI, Leila Cristina. Connection system for gridshell structures using parametric modeling and digital fabrication. Automation in Construction, v. 109, n. Ja 2020, p. com 16 on-line, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.autcon.2019.102996. Acesso em: 09 nov. 2024.
APA
Oliveira, I. M. de, Pauletti, R. M. de O., & Meneghetti, L. C. (2020). Connection system for gridshell structures using parametric modeling and digital fabrication. Automation in Construction, 109( Ja 2020), com 16 on-line. doi:10.1016/j.autcon.2019.102996
NLM
Oliveira IM de, Pauletti RM de O, Meneghetti LC. Connection system for gridshell structures using parametric modeling and digital fabrication [Internet]. Automation in Construction. 2020 ; 109( Ja 2020): com 16 on-line.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.autcon.2019.102996
Vancouver
Oliveira IM de, Pauletti RM de O, Meneghetti LC. Connection system for gridshell structures using parametric modeling and digital fabrication [Internet]. Automation in Construction. 2020 ; 109( Ja 2020): com 16 on-line.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.autcon.2019.102996
Artigo de periodico
Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis (2019)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Source: Thin-Walled Structures. Unidade: EESC
Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS
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. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, v. 136, p. 246-257, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.12.016. Acesso em: 09 nov. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, 136, 246-257. doi:10.1016/j.tws.2018.12.016
NLM
Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
Vancouver
Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
Dissertação (Mestrado)
Development of a new connection system for reticulated shell structures using parametric modeling and digital fabrication (2019)
Oliveira, Isabel Moreira de; Pauletti, Ruy Marcelo de Oliveira (Orientador)
Unidade: EP
Subjects: ESTRUTURAS RETICULADAS, CONEXÕES ESTRUTURAIS, CAE
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Isabel Moreira de. Development of a new connection system for reticulated shell structures using parametric modeling and digital fabrication. 2019. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2019. Disponível em: https://teses.usp.br/teses/disponiveis/3/3144/tde-26112019-124340/. Acesso em: 09 nov. 2024.
APA
Oliveira, I. M. de. (2019). Development of a new connection system for reticulated shell structures using parametric modeling and digital fabrication (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de https://teses.usp.br/teses/disponiveis/3/3144/tde-26112019-124340/
NLM
Oliveira IM de. Development of a new connection system for reticulated shell structures using parametric modeling and digital fabrication [Internet]. 2019 ;[citado 2024 nov. 09 ] Available from: https://teses.usp.br/teses/disponiveis/3/3144/tde-26112019-124340/
Vancouver
Oliveira IM de. Development of a new connection system for reticulated shell structures using parametric modeling and digital fabrication [Internet]. 2019 ;[citado 2024 nov. 09 ] Available from: https://teses.usp.br/teses/disponiveis/3/3144/tde-26112019-124340/
Artigo de periodico
Local head loss caused in connections used in micro-irrigation systems (2019)
Bombardelli, Wagner Wilson Ávila ; Camargo, Antonio P. de ; Frizzone, Jose Antonio ; Lavanholi, Rogério ; Rocha, Hermes S. da
Source: Revista Brasileira de Engenharia Agrícola e Ambiental. Unidade: ESALQ
Subjects: CONEXÕES ESTRUTURAIS, IRRIGAÇÃO LOCALIZADA, MODELOS MATEMÁTICOS, PERDA DE CARGA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BOMBARDELLI, Wagner Wilson Ávila et al. Local head loss caused in connections used in micro-irrigation systems. Revista Brasileira de Engenharia Agrícola e Ambiental, v. 23, n. 7, p. 492-498, 2019Tradução . . Disponível em: https://doi.org/10.1590/1807-1929/agriambi.v23n7p492-498. Acesso em: 09 nov. 2024.
APA
Bombardelli, W. W. Á., Camargo, A. P. de, Frizzone, J. A., Lavanholi, R., & Rocha, H. S. da. (2019). Local head loss caused in connections used in micro-irrigation systems. Revista Brasileira de Engenharia Agrícola e Ambiental, 23( 7), 492-498. doi:10.1590/1807-1929/agriambi.v23n7p492-498
NLM
Bombardelli WWÁ, Camargo AP de, Frizzone JA, Lavanholi R, Rocha HS da. Local head loss caused in connections used in micro-irrigation systems [Internet]. Revista Brasileira de Engenharia Agrícola e Ambiental. 2019 ; 23( 7): 492-498.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/1807-1929/agriambi.v23n7p492-498
Vancouver
Bombardelli WWÁ, Camargo AP de, Frizzone JA, Lavanholi R, Rocha HS da. Local head loss caused in connections used in micro-irrigation systems [Internet]. Revista Brasileira de Engenharia Agrícola e Ambiental. 2019 ; 23( 7): 492-498.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/1807-1929/agriambi.v23n7p492-498
Artigo de periodico
Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Almeida, Diego Henrique de; Christoforo, André Luis; Chahud, Eduardo; Lahr, Francisco Antonio Rocco
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber. International Journal of Materials Engineering, v. 8, n. 4, p. 70-75, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180804.03. Acesso em: 09 nov. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Almeida, D. H. de, Christoforo, A. L., Chahud, E., & Lahr, F. A. R. (2018). Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber. International Journal of Materials Engineering, 8( 4), 70-75. doi:10.5923/j.ijme.20180804.03
NLM
Pigozzo JC, Arroyo FN, Almeida DH de, Christoforo AL, Chahud E, Lahr FAR. Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber [Internet]. International Journal of Materials Engineering. 2018 ; 8( 4): 70-75.[citado 2024 nov. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180804.03
Vancouver
Pigozzo JC, Arroyo FN, Almeida DH de, Christoforo AL, Chahud E, Lahr FAR. Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber [Internet]. International Journal of Materials Engineering. 2018 ; 8( 4): 70-75.[citado 2024 nov. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180804.03
Artigo de periodico
Temporary beam-to-column connection for precast concrete frame assembly (2018)
Araújo, Daniel de Lima; Prado, Lisiane Pereira; Silva, Erlucivânia Bueno da; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, ESTRUTURAS DE AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ARAÚJO, Daniel de Lima et al. Temporary beam-to-column connection for precast concrete frame assembly. Engineering Structures, v. 171, p. 529-544, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.05.089. Acesso em: 09 nov. 2024.
APA
Araújo, D. de L., Prado, L. P., Silva, E. B. da, & El Debs, M. K. (2018). Temporary beam-to-column connection for precast concrete frame assembly. Engineering Structures, 171, 529-544. doi:10.1016/j.engstruct.2018.05.089
NLM
Araújo D de L, Prado LP, Silva EB da, El Debs MK. Temporary beam-to-column connection for precast concrete frame assembly [Internet]. Engineering Structures. 2018 ; 171 529-544.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.089
Vancouver
Araújo D de L, Prado LP, Silva EB da, El Debs MK. Temporary beam-to-column connection for precast concrete frame assembly [Internet]. Engineering Structures. 2018 ; 171 529-544.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.089
Artigo de periodico
Shear transfer mechanism in connections involving concrete filled steel columns under shear forces (2018)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Source: Steel and Composite Structures : an international journal. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, CISALHAMENTO, ESTRUTURAS MISTAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces. Steel and Composite Structures : an international journal, v. 28, n. 4, p. 449-460, 2018Tradução . . Disponível em: https://doi.org/10.12989/scs.2018.28.4.449. Acesso em: 09 nov. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2018). Shear transfer mechanism in connections involving concrete filled steel columns under shear forces. Steel and Composite Structures : an international journal, 28( 4), 449-460. doi:10.12989/scs.2018.28.4.449
NLM
De Nardin S, El Debs ALH de C. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces [Internet]. Steel and Composite Structures : an international journal. 2018 ; 28( 4): 449-460.[citado 2024 nov. 09 ] Available from: https://doi.org/10.12989/scs.2018.28.4.449
Vancouver
De Nardin S, El Debs ALH de C. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces [Internet]. Steel and Composite Structures : an international journal. 2018 ; 28( 4): 449-460.[citado 2024 nov. 09 ] Available from: https://doi.org/10.12989/scs.2018.28.4.449
Artigo de periodico
Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Almeida, Diego Henrique de; Wolenski, Anderson Renato Vobornik; Christoforo, André Luis; Lahr, Francisco Antonio Rocco
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members. International Journal of Materials Engineering, v. 8, n. 5, p. 85-89, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180805.01. Acesso em: 09 nov. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Almeida, D. H. de, Wolenski, A. R. V., Christoforo, A. L., & Lahr, F. A. R. (2018). Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members. International Journal of Materials Engineering, 8( 5), 85-89. doi:10.5923/j.ijme.20180805.01
NLM
Pigozzo JC, Arroyo FN, Almeida DH de, Wolenski ARV, Christoforo AL, Lahr FAR. Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members [Internet]. International Journal of Materials Engineering. 2018 ; 8( 5): 85-89.[citado 2024 nov. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180805.01
Vancouver
Pigozzo JC, Arroyo FN, Almeida DH de, Wolenski ARV, Christoforo AL, Lahr FAR. Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members [Internet]. International Journal of Materials Engineering. 2018 ; 8( 5): 85-89.[citado 2024 nov. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180805.01
Artigo de periodico
Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Calil Júnior, Carlito ; Lahr, Francisco Antonio Rocco
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens. Current Journal of Applied Science and Technology, v. 28, n. 5, p. 1-8, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/43127. Acesso em: 09 nov. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, Calil Júnior, C., & Lahr, F. A. R. (2018). Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens. Current Journal of Applied Science and Technology, 28( 5), 1-8. doi:10.9734/CJAST/2018/43127
NLM
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-8.[citado 2024 nov. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/43127
Vancouver
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-8.[citado 2024 nov. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/43127
Artigo de periodico
Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Calil Júnior, Carlito ; Lahr, Francisco Antonio Rocco
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: ESTRUTURAS, ESTRUTURAS DE MADEIRA, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber. Current Journal of Applied Science and Technology, v. 28, n. 6, p. 1-9, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/42970. Acesso em: 09 nov. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, Calil Júnior, C., & Lahr, F. A. R. (2018). Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber. Current Journal of Applied Science and Technology, 28( 6), 1-9. doi:10.9734/CJAST/2018/42970
NLM
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 6): 1-9.[citado 2024 nov. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42970
Vancouver
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 6): 1-9.[citado 2024 nov. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42970
Artigo de periodico
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood (2018)
Pigozzo, Julio César; Chahud, Eduardo; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Lahr, Francisco Antonio Rocco
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood. Current Journal of Applied Science and Technology, v. 28, n. 5, p. 1-6, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/42993. Acesso em: 09 nov. 2024.
APA
Pigozzo, J. C., Chahud, E., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, & Lahr, F. A. R. (2018). Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood. Current Journal of Applied Science and Technology, 28( 5), 1-6. doi:10.9734/CJAST/2018/42993
NLM
Pigozzo JC, Chahud E, Arroyo FN, Christoforo AL, Almeida DH de, Lahr FAR. Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-6.[citado 2024 nov. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42993
Vancouver
Pigozzo JC, Chahud E, Arroyo FN, Christoforo AL, Almeida DH de, Lahr FAR. Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-6.[citado 2024 nov. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42993
Artigo de periodico
Fatigue failure of external hexagon connections on cemented implant-supported crowns (2018)
Barbosa, Joao Malta; Rocha, Daniel Navarro da; Hirata, Ronaldo; Freitas, Gileade; Bonfante, Estevam Augusto; Coelho, Paulo G.
Source: Implant Dentistry. Unidade: FOB
Subjects: FALHA, FADIGA DOS MATERIAIS, CONEXÕES ESTRUTURAIS, COROAS DENTÁRIAS, IMPLANTES DENTÁRIOS, FRACTOGRAFIA, TESTES DE VIDA (PESQUISA OPERACIONAL)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BARBOSA, Joao Malta et al. Fatigue failure of external hexagon connections on cemented implant-supported crowns. Implant Dentistry, v. 27, n. 1, 2018Tradução . . Disponível em: https://doi.org/10.1097/ID.0000000000000725. Acesso em: 09 nov. 2024.
APA
Barbosa, J. M., Rocha, D. N. da, Hirata, R., Freitas, G., Bonfante, E. A., & Coelho, P. G. (2018). Fatigue failure of external hexagon connections on cemented implant-supported crowns. Implant Dentistry, 27( 1). doi:10.1097/ID.0000000000000725
NLM
Barbosa JM, Rocha DN da, Hirata R, Freitas G, Bonfante EA, Coelho PG. Fatigue failure of external hexagon connections on cemented implant-supported crowns [Internet]. Implant Dentistry. 2018 ; 27( 1):[citado 2024 nov. 09 ] Available from: https://doi.org/10.1097/ID.0000000000000725
Vancouver
Barbosa JM, Rocha DN da, Hirata R, Freitas G, Bonfante EA, Coelho PG. Fatigue failure of external hexagon connections on cemented implant-supported crowns [Internet]. Implant Dentistry. 2018 ; 27( 1):[citado 2024 nov. 09 ] Available from: https://doi.org/10.1097/ID.0000000000000725
Artigo de periodico
Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection (2018)
Gilio, Fernando Henrique Santana; Vieira Junior, Luiz C. M.; Malite, Maximiliano
Source: Engineering Structures. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GILIO, Fernando Henrique Santana e VIEIRA JUNIOR, Luiz C. M. e MALITE, Maximiliano. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. Engineering Structures, v. 171, p. 658-672, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.05.095. Acesso em: 09 nov. 2024.
APA
Gilio, F. H. S., Vieira Junior, L. C. M., & Malite, M. (2018). Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection. Engineering Structures, 171, 658-672. doi:10.1016/j.engstruct.2018.05.095
NLM
Gilio FHS, Vieira Junior LCM, Malite M. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection [Internet]. Engineering Structures. 2018 ; 171 658-672.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.095
Vancouver
Gilio FHS, Vieira Junior LCM, Malite M. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection [Internet]. Engineering Structures. 2018 ; 171 658-672.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.095
Artigo de periodico
Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections (2016)
Fávero Neto, Alomir Hélio; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: AÇO (RESISTÊNCIA), CONEXÕES ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FÁVERO NETO, Alomir Hélio e VIEIRA JUNIOR, Luiz Carlos Marcos e MALITE, Maximiliano. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. Thin-Walled Structures, v. 104, p. 44-53, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2016.02.017. Acesso em: 09 nov. 2024.
APA
Fávero Neto, A. H., Vieira Junior, L. C. M., & Malite, M. (2016). Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections. Thin-Walled Structures, 104, 44-53. doi:10.1016/j.tws.2016.02.017
NLM
Fávero Neto AH, Vieira Junior LCM, Malite M. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections [Internet]. Thin-Walled Structures. 2016 ; 104 44-53.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tws.2016.02.017
Vancouver
Fávero Neto AH, Vieira Junior LCM, Malite M. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections [Internet]. Thin-Walled Structures. 2016 ; 104 44-53.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tws.2016.02.017
Artigo de periodico
Development of sliding connections for structural analysis by a total lagrangian FEM formulation (2016)
Siqueira, Tiago Morkis; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Development of sliding connections for structural analysis by a total lagrangian FEM formulation. Latin American Journal of Solids and Structures, v. No 2016, n. 11, p. 2059-2087, 2016Tradução . . Disponível em: https://doi.org/10.1590/1679-78252494. Acesso em: 09 nov. 2024.
APA
Siqueira, T. M., & Coda, H. B. (2016). Development of sliding connections for structural analysis by a total lagrangian FEM formulation. Latin American Journal of Solids and Structures, No 2016( 11), 2059-2087. doi:10.1590/1679-78252494
NLM
Siqueira TM, Coda HB. Development of sliding connections for structural analysis by a total lagrangian FEM formulation [Internet]. Latin American Journal of Solids and Structures. 2016 ; No 2016( 11): 2059-2087.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/1679-78252494
Vancouver
Siqueira TM, Coda HB. Development of sliding connections for structural analysis by a total lagrangian FEM formulation [Internet]. Latin American Journal of Solids and Structures. 2016 ; No 2016( 11): 2059-2087.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/1679-78252494
Artigo de periodico
Study on the behavior of beam-columm connection in precast concrete structure (2015)
Kataoka, Marcela Novischi; Ferreira, Marcelo de Araújo; El Debs, Ana Lúcia Homce de Cresce
Source: Computers and Concrete. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KATAOKA, Marcela Novischi e FERREIRA, Marcelo de Araújo e EL DEBS, Ana Lúcia Homce de Cresce. Study on the behavior of beam-columm connection in precast concrete structure. Computers and Concrete, v. 16, n. 1, p. 163-178, 2015Tradução . . Disponível em: https://doi.org/10.12989/cac.2015.16.1.163. Acesso em: 09 nov. 2024.
APA
Kataoka, M. N., Ferreira, M. de A., & El Debs, A. L. H. de C. (2015). Study on the behavior of beam-columm connection in precast concrete structure. Computers and Concrete, 16( 1), 163-178. doi:10.12989/cac.2015.16.1.163
NLM
Kataoka MN, Ferreira M de A, El Debs ALH de C. Study on the behavior of beam-columm connection in precast concrete structure [Internet]. Computers and Concrete. 2015 ; 16( 1): 163-178.[citado 2024 nov. 09 ] Available from: https://doi.org/10.12989/cac.2015.16.1.163
Vancouver
Kataoka MN, Ferreira M de A, El Debs ALH de C. Study on the behavior of beam-columm connection in precast concrete structure [Internet]. Computers and Concrete. 2015 ; 16( 1): 163-178.[citado 2024 nov. 09 ] Available from: https://doi.org/10.12989/cac.2015.16.1.163
Artigo de periodico
Beam-column composite connections under cyclic loading: an experimental study (2015)
Kataoka, Marcela Novischi; El Debs, Ana Lúcia Homce de Cresce
Source: Materials and Structures. Unidade: EESC
Subjects: LIGAÇÕES VIGA-PILAR, ESTRUTURAS MISTAS, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KATAOKA, Marcela Novischi e EL DEBS, Ana Lúcia Homce de Cresce. Beam-column composite connections under cyclic loading: an experimental study. Materials and Structures, v. 48, n. 4, p. 929-946, 2015Tradução . . Disponível em: https://doi.org/10.1617/s11527-013-0204-4. Acesso em: 09 nov. 2024.
APA
Kataoka, M. N., & El Debs, A. L. H. de C. (2015). Beam-column composite connections under cyclic loading: an experimental study. Materials and Structures, 48( 4), 929-946. doi:10.1617/s11527-013-0204-4
NLM
Kataoka MN, El Debs ALH de C. Beam-column composite connections under cyclic loading: an experimental study [Internet]. Materials and Structures. 2015 ; 48( 4): 929-946.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1617/s11527-013-0204-4
Vancouver
Kataoka MN, El Debs ALH de C. Beam-column composite connections under cyclic loading: an experimental study [Internet]. Materials and Structures. 2015 ; 48( 4): 929-946.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1617/s11527-013-0204-4
Artigo de periodico
Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM (2014)
Reis, Marcelo Campos Junqueira; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, LAMINADOS, CONEXÕES ESTRUTURAIS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
REIS, Marcelo Campos Junqueira e CODA, Humberto Breves. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM. Latin American Journal of Solids and Structures, v. 11, n. 7, p. 1163-1189, 2014Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252014000700006. Acesso em: 09 nov. 2024.
APA
Reis, M. C. J., & Coda, H. B. (2014). Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM. Latin American Journal of Solids and Structures, 11( 7), 1163-1189. doi:10.1590/s1679-78252014000700006
NLM
Reis MCJ, Coda HB. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 7): 1163-1189.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/s1679-78252014000700006
Vancouver
Reis MCJ, Coda HB. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 7): 1163-1189.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/s1679-78252014000700006
Trabalho de evento
Experimental study on a new type of corbel cast in a different stage of the precast concrete column (2014)
El Debs, Mounir Khalil; Bellucio, Ellen Kellen; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: International fib Congress. Unidade: EESC
Subjects: ESTRUTURAS PRÉ-FABRICADAS, CONCRETO ARMADO COM FIBRAS, AÇO, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
EL DEBS, Mounir Khalil e BELLUCIO, Ellen Kellen e EL DEBS, Ana Lúcia Homce de Cresce. Experimental study on a new type of corbel cast in a different stage of the precast concrete column. 2014, Anais.. Hyderabad: Universities Press, 2014. . Acesso em: 09 nov. 2024.
APA
El Debs, M. K., Bellucio, E. K., & El Debs, A. L. H. de C. (2014). Experimental study on a new type of corbel cast in a different stage of the precast concrete column. In Proceedings. Hyderabad: Universities Press.
NLM
El Debs MK, Bellucio EK, El Debs ALH de C. Experimental study on a new type of corbel cast in a different stage of the precast concrete column. Proceedings. 2014 ;[citado 2024 nov. 09 ]
Vancouver
El Debs MK, Bellucio EK, El Debs ALH de C. Experimental study on a new type of corbel cast in a different stage of the precast concrete column. Proceedings. 2014 ;[citado 2024 nov. 09 ]

USP Schools

ReP

Filtros

Document Types

Departament

Authors

USP affiliated authors

Date published

Subjects

Source title

Publisher

Conference titles

Countries/Territories

Indexado em

Normalized affiliation

Non normalized affiliation