Filtros : "EESC" "Engineering Structures" Limpar

Filtros



Refine with date range


  • Source: Engineering Structures. Unidade: EESC

    Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    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: 13 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. 13 ] 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. 13 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CONCRETO REFORÇADO COM FIBRAS, DANO, VIGAS, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    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: 13 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. 13 ] 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. 13 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
  • Source: Engineering Structures. Unidade: EESC

    Subjects: TOPOLOGIA, HOMOGENEIZAÇÃO, ENGENHARIA AERONÁUTICA

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      CHRISTOFF, Bruno Guilherme e ALMEIDA JÚNIOR, José Humberto Santos e CARDOSO, Eduardo L. A multiscale topology optimisation framework for hollow spheres as cellular materials. Engineering Structures, v. 284, p. 1-13, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.115990. Acesso em: 13 abr. 2024.
    • APA

      Christoff, B. G., Almeida Júnior, J. H. S., & Cardoso, E. L. (2023). A multiscale topology optimisation framework for hollow spheres as cellular materials. Engineering Structures, 284, 1-13. doi:10.1016/j.engstruct.2023.115990
    • NLM

      Christoff BG, Almeida Júnior JHS, Cardoso EL. A multiscale topology optimisation framework for hollow spheres as cellular materials [Internet]. Engineering Structures. 2023 ; 284 1-13.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2023.115990
    • Vancouver

      Christoff BG, Almeida Júnior JHS, Cardoso EL. A multiscale topology optimisation framework for hollow spheres as cellular materials [Internet]. Engineering Structures. 2023 ; 284 1-13.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2023.115990
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, CISALHAMENTO, ESTRUTURAS

    Disponível em 2025-11-01Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SOUSA, Alex Micael Dantas de et al. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, v. 293, p. 1-26, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116617. Acesso em: 13 abr. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Prado, L. P., & El Debs, M. K. (2023). NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, 293, 1-26. doi:10.1016/j.engstruct.2023.116617
    • NLM

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS

    Disponível em 2025-10-01Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 13 abr. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO DE ALTO DESEMPENHO, CISALHAMENTO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      PRADO, Lisiane Pereira e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, v. 252, p. 1-16, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2021.113591. Acesso em: 13 abr. 2024.
    • APA

      Prado, L. P., Carrazedo, R., & El Debs, M. K. (2022). Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, 252, 1-16. doi:10.1016/j.engstruct.2021.113591
    • NLM

      Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 abr. 13 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
    • Vancouver

      Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 abr. 13 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, AÇO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      ARAÚJO, Daniel de Lima et al. Experimental analysis of a modified two-step corbel for precast concrete system. Engineering Structures, v. 242, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112585. Acesso em: 13 abr. 2024.
    • APA

      Araújo, D. de L., Oliveira, E. M. de, Silva, E. M. O., Coelho, S. A., & El Debs, M. K. (2021). Experimental analysis of a modified two-step corbel for precast concrete system. Engineering Structures, 242, 1-15. doi:10.1016/j.engstruct.2021.112585
    • NLM

      Araújo D de L, Oliveira EM de, Silva EMO, Coelho SA, El Debs MK. Experimental analysis of a modified two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 242 1-15.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585
    • Vancouver

      Araújo D de L, Oliveira EM de, Silva EMO, Coelho SA, El Debs MK. Experimental analysis of a modified two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 242 1-15.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585
  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, MODELOS ANALÍTICOS, GEOMETRIA E MODELAGEM COMPUTACIONAL, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      ARAÚJO, Daniel de Lima et al. Computational modelling and analytical model for two-step corbel for precast concrete system. Engineering Structures, v. 244, p. 1-14, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112699. Acesso em: 13 abr. 2024.
    • APA

      Araújo, D. de L., Coelho, S. A., Almeida, S. R. M. de, & El Debs, M. K. (2021). Computational modelling and analytical model for two-step corbel for precast concrete system. Engineering Structures, 244, 1-14. doi:10.1016/j.engstruct.2021.112699
    • NLM

      Araújo D de L, Coelho SA, Almeida SRM de, El Debs MK. Computational modelling and analytical model for two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 244 1-14.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699
    • Vancouver

      Araújo D de L, Coelho SA, Almeida SRM de, El Debs MK. Computational modelling and analytical model for two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 244 1-14.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699
  • Source: Engineering Structures. Unidade: EESC

    Subjects: BANCO DE DADOS, CONCRETO ARMADO, CISALHAMENTO, ENGENHARIA HIDRÁULICA

    Versão AceitaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SOUSA, Alex Micael Dantas de et al. Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, v. 234, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.111897. Acesso em: 13 abr. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Yuguang, Y., & El Debs, M. K. (2021). Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, 234, 1-16. doi:10.1016/j.engstruct.2021.111897
    • NLM

      Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CISALHAMENTO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 13 abr. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774
    • NLM

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
  • Source: Engineering Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 13 abr. 2024.
    • APA

      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075
    • NLM

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
  • Source: Engineering Structures. Unidade: EESC

    Subjects: LINHAS DE TRANSMISSÃO DE ENERGIA ELÉTRICA, ANÁLISE NÃO LINEAR DE ESTRUTURAS, SISMOLOGIA, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      MIGUEL, Leandro Fleck Fadel e ALMINHANA, Fábio e BECK, André Teófilo. Performance based assessment of transmission lines to seismic events. Engineering Structures, v. 249, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113298. Acesso em: 13 abr. 2024.
    • APA

      Miguel, L. F. F., Alminhana, F., & Beck, A. T. (2021). Performance based assessment of transmission lines to seismic events. Engineering Structures, 249, 1-16. doi:10.1016/j.engstruct.2021.113298
    • NLM

      Miguel LFF, Alminhana F, Beck AT. Performance based assessment of transmission lines to seismic events [Internet]. Engineering Structures. 2021 ; 249 1-16.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298
    • Vancouver

      Miguel LFF, Alminhana F, Beck AT. Performance based assessment of transmission lines to seismic events [Internet]. Engineering Structures. 2021 ; 249 1-16.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298
  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS, RESISTÊNCIA DOS MATERIAIS, ANÁLISE DE RISCO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      BECK, André Teófilo. Optimal design of redundant structural systems: fundamentals. Engineering Structures, v. 219, p. 1-24, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.110542. Acesso em: 13 abr. 2024.
    • APA

      Beck, A. T. (2020). Optimal design of redundant structural systems: fundamentals. Engineering Structures, 219, 1-24. doi:10.1016/j.engstruct.2020.110542
    • NLM

      Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
    • Vancouver

      Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
  • Source: Engineering Structures. Unidade: EESC

    Subjects: COLUNAS, ESTRUTURAS, RISCO, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      BECK, André Teófilo e RIBEIRO, Lucas da Rosa e VALDEBENITO, Marcos. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, v. 225, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.111295. Acesso em: 13 abr. 2024.
    • APA

      Beck, A. T., Ribeiro, L. da R., & Valdebenito, M. (2020). Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, 225, 1-17. doi:10.1016/j.engstruct.2020.111295
    • NLM

      Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
    • Vancouver

      Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      CARLON, André Gustavo et al. A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, v. 186, p. 1-12, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2019.01.121. Acesso em: 13 abr. 2024.
    • APA

      Carlon, A. G., Lopez, R. H., Espath, L. F. da R., Miguel, L. F. F., & Beck, A. T. (2019). A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, 186, 1-12. doi:10.1016/j.engstruct.2019.01.121
    • NLM

      Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
    • Vancouver

      Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MECÂNICA DO DANO, PROCESSOS ESTOCÁSTICOS, FADIGA DAS ESTRUTURAS, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      VARGAS BAZÁN, José Antonio e BECK, André Teófilo e FLÓREZ-LÓPEZ, Julio. Random fatigue of plane frames via lumped damage mechanics. Engineering Structures, v. 182, p. 301-315, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.12.008. Acesso em: 13 abr. 2024.
    • APA

      Vargas Bazán, J. A., Beck, A. T., & Flórez-López, J. (2019). Random fatigue of plane frames via lumped damage mechanics. Engineering Structures, 182, 301-315. doi:10.1016/j.engstruct.2018.12.008
    • NLM

      Vargas Bazán JA, Beck AT, Flórez-López J. Random fatigue of plane frames via lumped damage mechanics [Internet]. Engineering Structures. 2019 ; 182 301-315.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.12.008
    • Vancouver

      Vargas Bazán JA, Beck AT, Flórez-López J. Random fatigue of plane frames via lumped damage mechanics [Internet]. Engineering Structures. 2019 ; 182 301-315.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.12.008
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CONCRETO ARMADO, PERFURAÇÃO, CISALHAMENTO, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      LIBERATI, Elyson Andrew Pozo et al. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, v. 182, p. 331-343, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.11.073. Acesso em: 13 abr. 2024.
    • APA

      Liberati, E. A. P., Marques, M. G., Leonel, E. D., Almeida, L. C. de, & Trautwein, L. M. (2019). Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, 182, 331-343. doi:10.1016/j.engstruct.2018.11.073
    • NLM

      Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
    • Vancouver

      Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
  • Source: Engineering Structures. Unidade: EESC

    Subjects: VIGAS, CONCRETO, MÉTODO DE MONTE CARLO, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      KRAHL, Pablo Augusto e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads. Engineering Structures, v. No 2018, p. 154-164, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.07.041. Acesso em: 13 abr. 2024.
    • APA

      Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2018). Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads. Engineering Structures, No 2018, 154-164. doi:10.1016/j.engstruct.2018.07.041
    • NLM

      Krahl PA, Carrazedo R, El Debs MK. Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads [Internet]. Engineering Structures. 2018 ; No 2018 154-164.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.07.041
    • Vancouver

      Krahl PA, Carrazedo R, El Debs MK. Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads [Internet]. Engineering Structures. 2018 ; No 2018 154-164.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.07.041
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, ESTRUTURAS DE AÇO, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      ARAÚJO, Daniel de Lima et al. Temporary beam-to-column connection for precast concrete frame assembly. Engineering Structures, v. 171, p. 529-544, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.05.089. Acesso em: 13 abr. 2024.
    • APA

      Araújo, D. de L., Prado, L. P., Silva, E. B. da, & El Debs, M. K. (2018). Temporary beam-to-column connection for precast concrete frame assembly. Engineering Structures, 171, 529-544. doi:10.1016/j.engstruct.2018.05.089
    • NLM

      Araújo D de L, Prado LP, Silva EB da, El Debs MK. Temporary beam-to-column connection for precast concrete frame assembly [Internet]. Engineering Structures. 2018 ; 171 529-544.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.089
    • Vancouver

      Araújo D de L, Prado LP, Silva EB da, El Debs MK. Temporary beam-to-column connection for precast concrete frame assembly [Internet]. Engineering Structures. 2018 ; 171 529-544.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.089
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO ARMADO, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      DÍAZ DE TERAN LÓPEZ, José Ramón e HAACH, Vladimir Guilherme. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects. Engineering Structures, v. 165, n. Ju 2018, p. 247-253, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.03.045. Acesso em: 13 abr. 2024.
    • APA

      Díaz de Teran López, J. R., & Haach, V. G. (2018). Equivalent stress-strain law for embedded reinforcements considering bond-slip effects. Engineering Structures, 165( Ju 2018), 247-253. doi:10.1016/j.engstruct.2018.03.045
    • NLM

      Díaz de Teran López JR, Haach VG. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects [Internet]. Engineering Structures. 2018 ; 165( Ju 2018): 247-253.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.03.045
    • Vancouver

      Díaz de Teran López JR, Haach VG. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects [Internet]. Engineering Structures. 2018 ; 165( Ju 2018): 247-253.[citado 2024 abr. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2018.03.045

Digital Library of Intellectual Production of Universidade de São Paulo     2012 - 2024