ReP USP - Resultado da busca

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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 23 abr. 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 abr. 23 ] 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 abr. 23 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
Artigo de periodico
Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design (2023)
Almeida, João Paulo Boff ; Wolenski, Anderson Renato Vobornik ; Rodrigues, Edson Fernando Castanheira ; Araujo, Victor Almeida de ; Panzera, Túlio Hallak ; Campos, Cristiane Inácio de ; Molina, Julio Cesar; Christoforo, André Luis ; Lahr, Francisco Antonio Rocco
Source: Revista Árvore. Unidade: EESC
Subjects: CISALHAMENTO, MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, João Paulo Boff et al. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, v. 47, p. 1-10, 2023Tradução . . Disponível em: https://doi.org/10.1590/1806-908820230000008. Acesso em: 23 abr. 2024.
APA
Almeida, J. P. B., Wolenski, A. R. V., Rodrigues, E. F. C., Araujo, V. A. de, Panzera, T. H., Campos, C. I. de, et al. (2023). Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, 47, 1-10. doi:10.1590/1806-908820230000008
NLM
Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1590/1806-908820230000008
Vancouver
Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1590/1806-908820230000008
Artigo de periodico
Fatigue life of concrete: experimental study on the influence of loading conditions and material strength (2023)
Félix, Emerson Felipe; Carrazedo, Rogério ; Possan, Edna
Source: Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT. Unidade: EESC
Subjects: CONCRETO, FADIGA DOS MATERIAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FÉLIX, Emerson Felipe e CARRAZEDO, Rogério e POSSAN, Edna. Fatigue life of concrete: experimental study on the influence of loading conditions and material strength. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT, v. 12, n. Ja/Apr. 2023, p. 1-15, 2023Tradução . . Disponível em: https://doi.org/10.21041/ra.v12i1.562. Acesso em: 23 abr. 2024.
APA
Félix, E. F., Carrazedo, R., & Possan, E. (2023). Fatigue life of concrete: experimental study on the influence of loading conditions and material strength. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT, 12( Ja/Apr. 2023), 1-15. doi:10.21041/ra.v12i1.562
NLM
Félix EF, Carrazedo R, Possan E. Fatigue life of concrete: experimental study on the influence of loading conditions and material strength [Internet]. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT. 2023 ; 12( Ja/Apr. 2023): 1-15.[citado 2024 abr. 23 ] Available from: https://doi.org/10.21041/ra.v12i1.562
Vancouver
Félix EF, Carrazedo R, Possan E. Fatigue life of concrete: experimental study on the influence of loading conditions and material strength [Internet]. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción - ALCONPAT. 2023 ; 12( Ja/Apr. 2023): 1-15.[citado 2024 abr. 23 ] Available from: https://doi.org/10.21041/ra.v12i1.562
Trabalho de evento
A 3D computational homogenization approach for predicting the effective elastic constitutive tensor of periodic porous materials (2023)
Santos, Wanderson Ferreira dos; Proença, Sérgio Persival Baroncini
Conference titles: Ibero-American Conference on Composite Materials - IAMaC. Unidade: EESC
Subjects: MATERIAIS POROSOS, 3-D VER TERCEIRA DIMENSÃO., ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Wanderson Ferreira dos e PROENÇA, Sérgio Persival Baroncini. A 3D computational homogenization approach for predicting the effective elastic constitutive tensor of periodic porous materials. 2023, Anais.. São Carlos, SP: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: https://www.eesc.usp.br/biblioteca-admin/wp-content/uploads/2023/11/iamac2023proceedings.pdf. Acesso em: 23 abr. 2024.
APA
Santos, W. F. dos, & Proença, S. P. B. (2023). A 3D computational homogenization approach for predicting the effective elastic constitutive tensor of periodic porous materials. In . São Carlos, SP: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://www.eesc.usp.br/biblioteca-admin/wp-content/uploads/2023/11/iamac2023proceedings.pdf
NLM
Santos WF dos, Proença SPB. A 3D computational homogenization approach for predicting the effective elastic constitutive tensor of periodic porous materials [Internet]. 2023 ;[citado 2024 abr. 23 ] Available from: https://www.eesc.usp.br/biblioteca-admin/wp-content/uploads/2023/11/iamac2023proceedings.pdf
Vancouver
Santos WF dos, Proença SPB. A 3D computational homogenization approach for predicting the effective elastic constitutive tensor of periodic porous materials [Internet]. 2023 ;[citado 2024 abr. 23 ] Available from: https://www.eesc.usp.br/biblioteca-admin/wp-content/uploads/2023/11/iamac2023proceedings.pdf
Artigo de periodico
Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method (2023)
Andrade, Heider de Castro e; Trevelyan, J.; Leonel, Edson Denner
Source: Theoretical and Applied Fracture Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, TENSÃO ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ANDRADE, Heider de Castro e e TREVELYAN, J. e LEONEL, Edson Denner. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method. Theoretical and Applied Fracture Mechanics, v. 127, p. 1-21, 2023Tradução . . Disponível em: https://dx.doi.org/10.1016/j.tafmec.2023.104091. Acesso em: 23 abr. 2024.
APA
Andrade, H. de C. e, Trevelyan, J., & Leonel, E. D. (2023). Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method. Theoretical and Applied Fracture Mechanics, 127, 1-21. doi:10.1016/j.tafmec.2023.104091
NLM
Andrade H de C e, Trevelyan J, Leonel ED. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 127 1-21.[citado 2024 abr. 23 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
Vancouver
Andrade H de C e, Trevelyan J, Leonel ED. Direct evaluation of stress intensity factors and T-stress for bimaterial interface cracks using the extended isogeometric boundary element method [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 127 1-21.[citado 2024 abr. 23 ] Available from: https://dx.doi.org/10.1016/j.tafmec.2023.104091
Artigo de periodico
Direct strength method–based approach for strength prediction of pultruded GFRP angle columns (2023)
Diniz, Anne Caroline Monteiro ; Malite, Maximiliano ; Cardoso, Daniel C. T.
Source: Journal of Composites for Construction. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano e CARDOSO, Daniel C. T. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns. Journal of Composites for Construction, v. 27, n. 3, p. 1-17, 2023Tradução . . Disponível em: https://doi.org/10.1061/JCCOF2.CCENG-4084. Acesso em: 23 abr. 2024.
APA
Diniz, A. C. M., Malite, M., & Cardoso, D. C. T. (2023). Direct strength method–based approach for strength prediction of pultruded GFRP angle columns. Journal of Composites for Construction, 27( 3), 1-17. doi:10.1061/JCCOF2.CCENG-4084
NLM
Diniz ACM, Malite M, Cardoso DCT. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns [Internet]. Journal of Composites for Construction. 2023 ; 27( 3): 1-17.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1061/JCCOF2.CCENG-4084
Vancouver
Diniz ACM, Malite M, Cardoso DCT. Direct strength method–based approach for strength prediction of pultruded GFRP angle columns [Internet]. Journal of Composites for Construction. 2023 ; 27( 3): 1-17.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1061/JCCOF2.CCENG-4084
Artigo de periodico
Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures (2023)
Batista, Mayara; Amorim, Arthur; Silva, Diogo Aparecido Lopes; Aquino, Vinicius Borges de Moura; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: Ciência Rural. Unidade: EESC
Subjects: MADEIRA, FLORESTAS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BATISTA, Mayara et al. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures. Ciência Rural, v. 53, n. 3, p. 1-7, 2023Tradução . . Disponível em: https://doi.org/10.1590/0103-8478cr20210289. Acesso em: 23 abr. 2024.
APA
Batista, M., Amorim, A., Silva, D. A. L., Aquino, V. B. de M., Lahr, F. A. R., & Christoforo, A. L. (2023). Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures. Ciência Rural, 53( 3), 1-7. doi:10.1590/0103-8478cr20210289
NLM
Batista M, Amorim A, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures [Internet]. Ciência Rural. 2023 ; 53( 3): 1-7.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1590/0103-8478cr20210289
Vancouver
Batista M, Amorim A, Silva DAL, Aquino VB de M, Lahr FAR, Christoforo AL. Representativeness of the fiber parallel elasticity modulus value referring to the Brazilian standard C40 strength class in the design of timber structures [Internet]. Ciência Rural. 2023 ; 53( 3): 1-7.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1590/0103-8478cr20210289
Artigo de periodico
Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation (2023)
Jardim, Pedro I. L. G.; Morales, Elen Aparecida Martines; Panzera, Túlio Hallak ; Mascarenhas, Fernando J. R.; Araujo, Victor A.; Santos, Herisson Ferreira dos; Faustino, Emerson; Almeida, Diego Henrique de; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, ELEMENTOS ESTRUTURAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
JARDIM, Pedro I. L. G. et al. Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation. BioResources, v. 18, n. 4, p. 7230-7238, 2023Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.18.4.7230-7238. Acesso em: 23 abr. 2024.
APA
Jardim, P. I. L. G., Morales, E. A. M., Panzera, T. H., Mascarenhas, F. J. R., Araujo, V. A., Santos, H. F. dos, et al. (2023). Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation. BioResources, 18( 4), 7230-7238. doi:10.15376/biores.18.4.7230-7238
NLM
Jardim PILG, Morales EAM, Panzera TH, Mascarenhas FJR, Araujo VA, Santos HF dos, Faustino E, Almeida DH de, Lahr FAR, Christoforo AL. Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation [Internet]. BioResources. 2023 ; 18( 4): 7230-7238.[citado 2024 abr. 23 ] Available from: http://dx.doi.org/10.15376/biores.18.4.7230-7238
Vancouver
Jardim PILG, Morales EAM, Panzera TH, Mascarenhas FJR, Araujo VA, Santos HF dos, Faustino E, Almeida DH de, Lahr FAR, Christoforo AL. Prediction of flexural stiffness of wooden beams with cross-sectional loss that are reinforced with screwed steel plate based on numerical simulation [Internet]. BioResources. 2023 ; 18( 4): 7230-7238.[citado 2024 abr. 23 ] Available from: http://dx.doi.org/10.15376/biores.18.4.7230-7238
Artigo de periodico
Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm (2023)
Moraes, Matheus Henrique Morato de ; Fraga, Iuri Fazolin; Menezes, Isabella Silva ; Lahr, Francisco Antonio Rocco ; Panzera, Túlio Hallak ; Freire, Rodrigo Teixeira Santos; Dias, Alfredo Manuel Pereira Geraldes ; Santos, Herisson Ferreira dos; Faustino, Emerson; Pereira Junior, Wanderlei Malaquias; Christoforo, André Luis
Source: Buildings. Unidade: EESC
Subjects: TRELIÇAS, MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MORAES, Matheus Henrique Morato de et al. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, v. 13, n. 8, p. 1-36, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13081946. Acesso em: 23 abr. 2024.
APA
Moraes, M. H. M. de, Fraga, I. F., Menezes, I. S., Lahr, F. A. R., Panzera, T. H., Freire, R. T. S., et al. (2023). Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, 13( 8), 1-36. doi:10.3390/buildings13081946
NLM
Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 abr. 23 ] Available from: https://doi.org/10.3390/buildings13081946
Vancouver
Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 abr. 23 ] Available from: https://doi.org/10.3390/buildings13081946
Trabalho de evento
Contribuições da interpolação de dados na tomografia ultrassônica para a inspeção de estruturas de concreto (2023)
Anoni, Lara Guizi; Haach, Vladimir Guilherme ; Cunha, Paulo Mendonca de Jesus
Source: Anais. Conference titles: Congresso Brasileiro do Concreto - CBC. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, ULTRASSOM, ENSAIOS NÃO DESTRUTIVOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ANONI, Lara Guizi e HAACH, Vladimir Guilherme e CUNHA, Paulo Mendonca de Jesus. Contribuições da interpolação de dados na tomografia ultrassônica para a inspeção de estruturas de concreto. 2023, Anais.. São Paulo, SP: IBRACON, 2023. Disponível em: https://repositorio.usp.br/directbitstream/19206b75-da34-43aa-b298-169dcb24df4c/64CBC_ANONI.pdf. Acesso em: 23 abr. 2024.
APA
Anoni, L. G., Haach, V. G., & Cunha, P. M. de J. (2023). Contribuições da interpolação de dados na tomografia ultrassônica para a inspeção de estruturas de concreto. In Anais. São Paulo, SP: IBRACON. Recuperado de https://repositorio.usp.br/directbitstream/19206b75-da34-43aa-b298-169dcb24df4c/64CBC_ANONI.pdf
NLM
Anoni LG, Haach VG, Cunha PM de J. Contribuições da interpolação de dados na tomografia ultrassônica para a inspeção de estruturas de concreto [Internet]. Anais. 2023 ;[citado 2024 abr. 23 ] Available from: https://repositorio.usp.br/directbitstream/19206b75-da34-43aa-b298-169dcb24df4c/64CBC_ANONI.pdf
Vancouver
Anoni LG, Haach VG, Cunha PM de J. Contribuições da interpolação de dados na tomografia ultrassônica para a inspeção de estruturas de concreto [Internet]. Anais. 2023 ;[citado 2024 abr. 23 ] Available from: https://repositorio.usp.br/directbitstream/19206b75-da34-43aa-b298-169dcb24df4c/64CBC_ANONI.pdf
Artigo de periodico
Comparison of risk-based robustness indices in progressive collapse analysis of building structures (2023)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Costa, Luis Gustavo Lopes; Stewart, Mark G
Source: Structures. Unidade: EESC
Subjects: EDIFÍCIOS, PATOLOGIA DAS CONSTRUÇÕES, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo et al. Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, v. 57, p. 1-15, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105295. Acesso em: 23 abr. 2024.
APA
Beck, A. T., Ribeiro, L. da R., Costa, L. G. L., & Stewart, M. G. (2023). Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, 57, 1-15. doi:10.1016/j.istruc.2023.105295
NLM
Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 abr. 23 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
Vancouver
Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 abr. 23 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
Artigo de periodico
A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) (2023)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: European Journal of Mechanics A : solids. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, v. 97, n. Ja 2023, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.euromechsol.2022.104850. Acesso em: 23 abr. 2024.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2023). A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, 97( Ja 2023), 1-20. doi:10.1016/j.euromechsol.2022.104850
NLM
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
Artigo de periodico
Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)
Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 23 abr. 2024.
APA
Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384
NLM
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Vancouver
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384

USP Schools

ReP

Filtros

Document Types

USP Schools

Departament

Authors

USP affiliated authors

Date published

Subjects

Source title

Publisher

Conference titles

Countries/Territories

Grupo de pesquisa

Funding Agencies

Indexado em

Normalized affiliation

Non normalized affiliation

Countries of institutions of collaboration