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Filtros : "EESC-SET" Removidos: "FCF004" "ESTRUTURAS DE MADEIRA COLADA" "2023" Limpar

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  • 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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      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: 16 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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474

  • 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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      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: 16 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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411

  • 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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      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: 16 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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861

  • 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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      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: 16 jun. 2024.

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      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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724

  • Artigo de periodico

    Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements (2024)

    Teodoro, Chiara Pinheiro; Carrazedo, Rogério

    Source: Materials and Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      TEODORO, Chiara Pinheiro e CARRAZEDO, Rogério. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, v. 57, n. Ju 2024, p. 1-17, 2024Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-024-02386-y. Acesso em: 16 jun. 2024.

    • APA

      Teodoro, C. P., & Carrazedo, R. (2024). Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, 57( Ju 2024), 1-17. doi:10.1617/s11527-024-02386-y

    • NLM

      Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 jun. 16 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y

    • Vancouver

      Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 jun. 16 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y

  • Artigo de periodico

    Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling (2024)

    Fonseca, Johnata Cavalcanti; Paccola, Rodrigo Ribeiro ; Zanotto, Edgar Dutra ; Ferreira, Eduardo Bellini

    Source: Acta Materialia. Unidade: EESC

    Assunto: ESTRUTURAS

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      FONSECA, Johnata Cavalcanti et al. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling. Acta Materialia, v. 274, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.actamat.2024.120015. Acesso em: 16 jun. 2024.

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      Fonseca, J. C., Paccola, R. R., Zanotto, E. D., & Ferreira, E. B. (2024). Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling. Acta Materialia, 274, 1-12. doi:10.1016/j.actamat.2024.120015

    • NLM

      Fonseca JC, Paccola RR, Zanotto ED, Ferreira EB. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling [Internet]. Acta Materialia. 2024 ; 274 1-12.[citado 2024 jun. 16 ] Available from: http://dx.doi.org/10.1016/j.actamat.2024.120015

    • Vancouver

      Fonseca JC, Paccola RR, Zanotto ED, Ferreira EB. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling [Internet]. Acta Materialia. 2024 ; 274 1-12.[citado 2024 jun. 16 ] Available from: http://dx.doi.org/10.1016/j.actamat.2024.120015

  • 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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      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: 16 jun. 2024.

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      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. 16 ] 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. 16 ] 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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      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: 16 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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595

  • 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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      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: 16 jun. 2024.

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      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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115

  • 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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      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: 16 jun. 2024.

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      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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993

  • 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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      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: 16 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. 16 ] 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. 16 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872

  • 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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      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: 16 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

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      Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2024 jun. 16 ] 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. 16 ] 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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      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: 16 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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598

  • 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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      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: 16 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. 16 ] 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. 16 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172

  • 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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      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: 16 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. 16 ] 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. 16 ] Available from: https://dx.doi.org/10.1016/j.jobe.2024.109133

  • Trabalho de evento-resumo

    Efeito do procedimento de cura sobre o comportamento de concretos de ultra-resistência (2022)

    Silva, Marcela Xavier da; Castro, Alessandra Lorenzetti de

    Source: Livro de Resumos Expandidos. Conference titles: Simpósio Internacional de Iniciação Científica e Tecnológica da Universidade de São Paulo - SIICUSP. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, ESTRUTURAS

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    • ABNT

      SILVA, Marcela Xavier da e CASTRO, Alessandra Lorenzetti de. Efeito do procedimento de cura sobre o comportamento de concretos de ultra-resistência. 2022, Anais.. São Carlos, SP: EESC/USP, 2022. Disponível em: http://soac.eesc.usp.br/index.php/siicusp/30siicusp/paper/viewFile/3594/2492. Acesso em: 16 jun. 2024.

    • APA

      Silva, M. X. da, & Castro, A. L. de. (2022). Efeito do procedimento de cura sobre o comportamento de concretos de ultra-resistência. In Livro de Resumos Expandidos. São Carlos, SP: EESC/USP. Recuperado de http://soac.eesc.usp.br/index.php/siicusp/30siicusp/paper/viewFile/3594/2492

    • NLM

      Silva MX da, Castro AL de. Efeito do procedimento de cura sobre o comportamento de concretos de ultra-resistência [Internet]. Livro de Resumos Expandidos. 2022 ;[citado 2024 jun. 16 ] Available from: http://soac.eesc.usp.br/index.php/siicusp/30siicusp/paper/viewFile/3594/2492

    • Vancouver

      Silva MX da, Castro AL de. Efeito do procedimento de cura sobre o comportamento de concretos de ultra-resistência [Internet]. Livro de Resumos Expandidos. 2022 ;[citado 2024 jun. 16 ] Available from: http://soac.eesc.usp.br/index.php/siicusp/30siicusp/paper/viewFile/3594/2492

  • Artigo de periodico

    Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids (2022)

    Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      KISHINO, Renato Takeo et al. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, v. 19, n. 4, p. 1-37, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257010. Acesso em: 16 jun. 2024.

    • APA

      Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2022). Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, 19( 4), 1-37. doi:10.1590/1679-78257010

    • NLM

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 jun. 16 ] Available from: https://doi.org/10.1590/1679-78257010

    • Vancouver

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 jun. 16 ] Available from: https://doi.org/10.1590/1679-78257010

  • Artigo de periodico

    Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM (2022)

    Siqueira, Tiago Morkis; Morantes Rodríguez, Edwin Alexander; Coda, Humberto Breves

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ELEMENTOS ESTRUTURAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SIQUEIRA, Tiago Morkis e MORANTES RODRÍGUEZ, Edwin Alexander e CODA, Humberto Breves. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, v. 19, n. 7, p. 1-31, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257295. Acesso em: 16 jun. 2024.

    • APA

      Siqueira, T. M., Morantes Rodríguez, E. A., & Coda, H. B. (2022). Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, 19( 7), 1-31. doi:10.1590/1679-78257295

    • NLM

      Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 jun. 16 ] Available from: https://doi.org/10.1590/1679-78257295

    • Vancouver

      Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 jun. 16 ] Available from: https://doi.org/10.1590/1679-78257295

  • 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

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    • 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: 16 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. 16 ] 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. 16 ] 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

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    • 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: 16 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. 16 ] 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. 16 ] Available from: https://doi.org/10.4025/actascitechnol.v45i1.58733

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