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Artigo de periodico
Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)
Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 07 jun. 2024.
APA
Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861
NLM
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Vancouver
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Artigo de periodico
A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)
Costa, Luis Gustavo Lopes; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS
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ABNT
COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 07 jun. 2024.
APA
Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411
NLM
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Vancouver
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Development of methods of structural reliability (2024)
Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno
Source: Structural Safety. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 07 jun. 2024.
APA
Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474
NLM
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Vancouver
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Artigo de periodico
Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation (2024)
Santos, Wanderson Ferreira dos; Lopes, Igor A. Rodrigues; Pires, Francisco M. Andrade; Proença, Sérgio Persival Baroncini
Source: International Journal of Solids and Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SANTOS, Wanderson Ferreira dos et al. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, v. 292, p. 1-31, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724. Acesso em: 07 jun. 2024.
APA
Santos, W. F. dos, Lopes, I. A. R., Pires, F. M. A., & Proença, S. P. B. (2024). Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, 292, 1-31. doi:10.1016/j.ijsolstr.2024.112724
NLM
Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Vancouver
Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Artigo de periodico
An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)
Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 07 jun. 2024.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872
NLM
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 jun. 07 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Vancouver
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 jun. 07 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Artigo de periodico
Cross laminated timber bonding quality for different brazilians species and pressing levels (2024)
Silva, João Vitor Felippe; Oliveira, Karina Aparecida de; Oliveira, Carolina Aparecida Barros; Silva, Maria Fernanda Felippe; Molina, Julio Cesar
Source: Maderas. Unidade: EESC
Subjects: MADEIRA, CISALHAMENTO, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS
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ABNT
SILVA, João Vitor Felippe et al. Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, v. 26, n. 2, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.22320/s0718221x/2024.02. Acesso em: 07 jun. 2024.
APA
Silva, J. V. F., Oliveira, K. A. de, Oliveira, C. A. B., Silva, M. F. F., & Molina, J. C. (2024). Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, 26( 2), 1-12. doi:10.22320/s0718221x/2024.02
NLM
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Vancouver
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Artigo de periodico
The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Source: International Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, ESTRUTURAS
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ABNT
ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, v. 286-287, p. 1-14, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595. Acesso em: 07 jun. 2024.
APA
Almeida, L. P. R., & Leonel, E. D. (2024). The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, 286-287, 1-14. doi:10.1016/j.ijsolstr.2023.112595
NLM
Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Vancouver
Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Artigo de periodico
Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates (2024)
Cunha, Rafael N; Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, LAJES, MECÂNICA DO DANO, ESTRUTURAS
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ABNT
CUNHA, Rafael N et al. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, v. 308, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117993. Acesso em: 07 jun. 2024.
APA
Cunha, R. N., Amorim, D. L. N. de F., Proença, S. P. B., & Floréz-López, J. (2024). Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, 308, 1-16. doi:10.1016/j.engstruct.2024.117993
NLM
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Vancouver
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Artigo de periodico
Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes (2024)
Bosse, Rúbia Mara; Floréz-López, Julio; Gidráo. Gustavo M. S.; Rodrigues, Isabela Durci; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS
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ABNT
BOSSE, Rúbia Mara et al. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, v. 311, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.118115. Acesso em: 07 jun. 2024.
APA
Bosse, R. M., Floréz-López, J., Gidráo. Gustavo M. S.,, Rodrigues, I. D., & Beck, A. T. (2024). Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, 311, 1-24. doi:10.1016/j.engstruct.2024.118115
NLM
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Vancouver
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Artigo de periodico
Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity (2024)
Hayashi, Eduardo Yuiti; Coda, Humberto Breves
Source: Acta Mechanica. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, POLÍMEROS (MATERIAIS), ESTRUTURAS
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ABNT
HAYASHI, Eduardo Yuiti e CODA, Humberto Breves. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00707-024-03914-1. Acesso em: 07 jun. 2024.
APA
Hayashi, E. Y., & Coda, H. B. (2024). Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, 1-21. doi:10.1007/s00707-024-03914-1
NLM
Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
Vancouver
Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
Artigo de periodico
A comprehensive study of prestressed UHPFRC I-beams under cyclic loading (2024)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Martins, Diego de Oliveira; Moraes, Francisco Rosa de; Bosse, Rúbia Mara; Carrazedo, Ricardo
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, DANO, VIGAS, ESTRUTURAS
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ABNT
GIDRÃO, Gustavo de Miranda Saleme et al. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, v. 304, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117598. Acesso em: 07 jun. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., Martins, D. de O., Moraes, F. R. de, Bosse, R. M., & Carrazedo, R. (2024). A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, 304, 1-21. doi:10.1016/j.engstruct.2024.117598
NLM
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Vancouver
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Artigo de periodico
Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures (2024)
Leal, Davi Fagundes; Munaiar Neto, Jorge ; Maluk, Cristian
Source: Journal of Building Engineering. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CONCRETO, FOGO, ESTRUTURAS
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ABNT
LEAL, Davi Fagundes e MUNAIAR NETO, Jorge e MALUK, Cristian. Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures. Journal of Building Engineering, v. 89, p. 1-25, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.jobe.2024.109133. Acesso em: 07 jun. 2024.
APA
Leal, D. F., Munaiar Neto, J., & Maluk, C. (2024). Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures. Journal of Building Engineering, 89, 1-25. doi:10.1016/j.jobe.2024.109133
NLM
Leal DF, Munaiar Neto J, Maluk C. Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures [Internet]. Journal of Building Engineering. 2024 ; 89 1-25.[citado 2024 jun. 07 ] Available from: https://dx.doi.org/10.1016/j.jobe.2024.109133
Vancouver
Leal DF, Munaiar Neto J, Maluk C. Thermal behavior of dry-cast concrete blocks masonry walls at elevated temperatures [Internet]. Journal of Building Engineering. 2024 ; 89 1-25.[citado 2024 jun. 07 ] Available from: https://dx.doi.org/10.1016/j.jobe.2024.109133
Artigo de periodico
Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations (2024)
Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: DISSIPADORES DE ENERGIA, CICLO DE VIDA, ESTRUTURAS, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, v. 248, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2024.110172. Acesso em: 07 jun. 2024.
APA
Miguel, L. F. F., & Beck, A. T. (2024). Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, 248, 1-11. doi:10.1016/j.ress.2024.110172
NLM
Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Vancouver
Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 jun. 07 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Artigo de periodico
Production and evaluation of particleboards made of coconut fibers, pine, and eucalyptus using bicomponent polyurethane-castor oil resin (2022)
Bispo, Rodrigo Andraus; Trevisan, Mariana Ferreira; Silva, Sergio Augusto Mello da; Aquino, Vinicius Borges de Moura ; Saraiva, Raisse Layane de Paula; Arroyo, Felipe Nascimento ; Molina, Júlio César; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Panzera, Túlio Hallak ; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: PAINÉIS, EUCALIPTO, COCO, ESTRUTURAS
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ABNT
BISPO, Rodrigo Andraus et al. Production and evaluation of particleboards made of coconut fibers, pine, and eucalyptus using bicomponent polyurethane-castor oil resin. BioResources, v. 17, n. 3, p. 3944-3951, 2022Tradução . . Disponível em: https://doi.org/10.15376/biores.17.3.3944-3951. Acesso em: 07 jun. 2024.
APA
Bispo, R. A., Trevisan, M. F., Silva, S. A. M. da, Aquino, V. B. de M., Saraiva, R. L. de P., Arroyo, F. N., et al. (2022). Production and evaluation of particleboards made of coconut fibers, pine, and eucalyptus using bicomponent polyurethane-castor oil resin. BioResources, 17( 3), 3944-3951. doi:10.15376/biores.17.3.3944-3951
NLM
Bispo RA, Trevisan MF, Silva SAM da, Aquino VB de M, Saraiva RL de P, Arroyo FN, Molina JC, Chahud E, Branco LAMN, Panzera TH, Lahr FAR, Christoforo AL. Production and evaluation of particleboards made of coconut fibers, pine, and eucalyptus using bicomponent polyurethane-castor oil resin [Internet]. BioResources. 2022 ; 17( 3): 3944-3951.[citado 2024 jun. 07 ] Available from: https://doi.org/10.15376/biores.17.3.3944-3951
Vancouver
Bispo RA, Trevisan MF, Silva SAM da, Aquino VB de M, Saraiva RL de P, Arroyo FN, Molina JC, Chahud E, Branco LAMN, Panzera TH, Lahr FAR, Christoforo AL. Production and evaluation of particleboards made of coconut fibers, pine, and eucalyptus using bicomponent polyurethane-castor oil resin [Internet]. BioResources. 2022 ; 17( 3): 3944-3951.[citado 2024 jun. 07 ] Available from: https://doi.org/10.15376/biores.17.3.3944-3951
Artigo de periodico
Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods (2022)
Almeida, João P. B.; Rodrigues, Edson F. C.; Mascarenhas, Fernando Junior Rezende; Wolenski, Anderson Renato Vobornik; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Pinheiro, Roberto V.; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, MADEIRA, ESTRUTURAS
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ABNT
ALMEIDA, João P. B. et al. Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods. BioResources, v. 17, n. 3, p. 3906-3911, 2022Tradução . . Disponível em: https://doi.org/10.15376/biores.17.3.3906-3911. Acesso em: 07 jun. 2024.
APA
Almeida, J. P. B., Rodrigues, E. F. C., Mascarenhas, F. J. R., Wolenski, A. R. V., Chahud, E., Branco, L. A. M. N., et al. (2022). Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods. BioResources, 17( 3), 3906-3911. doi:10.15376/biores.17.3.3906-3911
NLM
Almeida JPB, Rodrigues EFC, Mascarenhas FJR, Wolenski ARV, Chahud E, Branco LAMN, Pinheiro RV, Lahr FAR, Christoforo AL. Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods [Internet]. BioResources. 2022 ; 17( 3): 3906-3911.[citado 2024 jun. 07 ] Available from: https://doi.org/10.15376/biores.17.3.3906-3911
Vancouver
Almeida JPB, Rodrigues EFC, Mascarenhas FJR, Wolenski ARV, Chahud E, Branco LAMN, Pinheiro RV, Lahr FAR, Christoforo AL. Influence of specimen dimensions in the determination of strength and modulus of elasticity in static bending of hardwoods [Internet]. BioResources. 2022 ; 17( 3): 3906-3911.[citado 2024 jun. 07 ] Available from: https://doi.org/10.15376/biores.17.3.3906-3911
Artigo de periodico
Determination of material properties of a linearly elastic peridynamic material (2022)
Aguiar, Adair Roberto; Seitenfuss, Alan Bourscheidt
Source: Journal of Elasticity. 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 SEITENFUSS, Alan Bourscheidt. Determination of material properties of a linearly elastic peridynamic material. Journal of Elasticity, v. 27, n. 6, p. 1069-1091, 2022Tradução . . Disponível em: https://doi.org/10.1177/10812865211051406. Acesso em: 07 jun. 2024.
APA
Aguiar, A. R., & Seitenfuss, A. B. (2022). Determination of material properties of a linearly elastic peridynamic material. Journal of Elasticity, 27( 6), 1069-1091. doi:10.1177/10812865211051406
NLM
Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Journal of Elasticity. 2022 ; 27( 6): 1069-1091.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1177/10812865211051406
Vancouver
Aguiar AR, Seitenfuss AB. Determination of material properties of a linearly elastic peridynamic material [Internet]. Journal of Elasticity. 2022 ; 27( 6): 1069-1091.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1177/10812865211051406
Artigo de periodico
Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species (2022)
Nogueira, Rodrigo de Souza; Moritani, Fabiana Yukiko; Icimoto, Felipe Hideyoshi; Dias, Antonio Alves; Calil Júnior, Carlito
Source: European Journal of Wood and Wood Products. Unidade: EESC
Subjects: PRODUTOS, MADEIRA, ADESIVOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NOGUEIRA, Rodrigo de Souza et al. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species. European Journal of Wood and Wood Products, p. 1-11, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00107-022-01870-y. Acesso em: 07 jun. 2024.
APA
Nogueira, R. de S., Moritani, F. Y., Icimoto, F. H., Dias, A. A., & Calil Júnior, C. (2022). Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species. European Journal of Wood and Wood Products, 1-11. doi:10.1007/s00107-022-01870-y
NLM
Nogueira R de S, Moritani FY, Icimoto FH, Dias AA, Calil Júnior C. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species [Internet]. European Journal of Wood and Wood Products. 2022 ; 1-11.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1007/s00107-022-01870-y
Vancouver
Nogueira R de S, Moritani FY, Icimoto FH, Dias AA, Calil Júnior C. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species [Internet]. European Journal of Wood and Wood Products. 2022 ; 1-11.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1007/s00107-022-01870-y
Artigo de periodico
Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge (2022)
Parra Benítez, José Miguel; Benjumea, José M; Haach, Vladimir Guilherme
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PONTES, VIGAS PRÉ-MOLDADAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PARRA BENÍTEZ, José Miguel e BENJUMEA, José M e HAACH, Vladimir Guilherme. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge. Latin American Journal of Solids and Structures, v. 19, n. 5, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257120. Acesso em: 07 jun. 2024.
APA
Parra Benítez, J. M., Benjumea, J. M., & Haach, V. G. (2022). Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge. Latin American Journal of Solids and Structures, 19( 5), 1-14. doi:10.1590/1679-78257120
NLM
Parra Benítez JM, Benjumea JM, Haach VG. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 5): 1-14.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1590/1679-78257120
Vancouver
Parra Benítez JM, Benjumea JM, Haach VG. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 5): 1-14.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1590/1679-78257120
Artigo de periodico
Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses (2022)
Gomes, Arthur Filipe Freire; Almeida Filho, Fernando Menezes de ; Molina, Júlio César; Mascarenhas, Fernando Junior Resende; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: Acta Scientiarum. Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DICOTILEDÔNEAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GOMES, Arthur Filipe Freire et al. Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses. Acta Scientiarum. Technology, v. 45, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.4025/actascitechnol.v45i1.58733. Acesso em: 07 jun. 2024.
APA
Gomes, A. F. F., Almeida Filho, F. M. de, Molina, J. C., Mascarenhas, F. J. R., Lahr, F. A. R., & Christoforo, A. L. (2022). Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses. Acta Scientiarum. Technology, 45, 1-12. doi:10.4025/actascitechnol.v45i1.58733
NLM
Gomes AFF, Almeida Filho FM de, Molina JC, Mascarenhas FJR, Lahr FAR, Christoforo AL. Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses [Internet]. Acta Scientiarum. Technology. 2022 ; 45 1-12.[citado 2024 jun. 07 ] Available from: https://doi.org/10.4025/actascitechnol.v45i1.58733
Vancouver
Gomes AFF, Almeida Filho FM de, Molina JC, Mascarenhas FJR, Lahr FAR, Christoforo AL. Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses [Internet]. Acta Scientiarum. Technology. 2022 ; 45 1-12.[citado 2024 jun. 07 ] Available from: https://doi.org/10.4025/actascitechnol.v45i1.58733
Artigo de periodico
Influence of moisture content on physical and mechanical properties of Vatairea sp wood (2022)
Ruthes, Heloiza Candeia; Mascarenhas, Fernando Junior Resende; Soares, Larissa Soriani Zanini Ribeiro; Aquino, Vinicius Borges de Moura; Arroyo, Felipe Nascimento; Fraga, Iuri Fazolin; Christoforo, André Luis; Lahr, Francisco Antonio Rocco
Source: Revista Árvore. Unidade: EESC
Subjects: MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RUTHES, Heloiza Candeia et al. Influence of moisture content on physical and mechanical properties of Vatairea sp wood. Revista Árvore, v. 46, p. 1-8, 2022Tradução . . Disponível em: https://doi.org/10.1590/1806-908820220000006. Acesso em: 07 jun. 2024.
APA
Ruthes, H. C., Mascarenhas, F. J. R., Soares, L. S. Z. R., Aquino, V. B. de M., Arroyo, F. N., Fraga, I. F., et al. (2022). Influence of moisture content on physical and mechanical properties of Vatairea sp wood. Revista Árvore, 46, 1-8. doi:10.1590/1806-908820220000006
NLM
Ruthes HC, Mascarenhas FJR, Soares LSZR, Aquino VB de M, Arroyo FN, Fraga IF, Christoforo AL, Lahr FAR. Influence of moisture content on physical and mechanical properties of Vatairea sp wood [Internet]. Revista Árvore. 2022 ; 46 1-8.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1590/1806-908820220000006
Vancouver
Ruthes HC, Mascarenhas FJR, Soares LSZR, Aquino VB de M, Arroyo FN, Fraga IF, Christoforo AL, Lahr FAR. Influence of moisture content on physical and mechanical properties of Vatairea sp wood [Internet]. Revista Árvore. 2022 ; 46 1-8.[citado 2024 jun. 07 ] Available from: https://doi.org/10.1590/1806-908820220000006

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