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Filtros : "Engineering Structures" "Elsevier" Removidos: " IFSC226" "ANTROPOLOGIA" "Congresso Brasileiro de Genética" Limpar

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1 - 9 (9 records)

  • Artigo de periodico

    A multiscale topology optimisation framework for hollow spheres as cellular materials (2023)

    Christoff, Bruno Guilherme; Almeida Júnior, José Humberto Santos; Cardoso, Eduardo L.

    Source: Engineering Structures. Unidade: EESC

    Subjects: TOPOLOGIA, HOMOGENEIZAÇÃO, ENGENHARIA AERONÁUTICA

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2023.115990

  • Artigo de periodico

    Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding (2023)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil

    Source: Engineering Structures. Unidade: EESC

    Subjects: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS

    Disponível em 2025-10-01Acesso à fonteDOIHow to cite
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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396

  • Artigo de periodico

    Experimental analysis of a modified two-step corbel for precast concrete system (2021)

    Araújo, Daniel de Lima; Oliveira, Edilene Muniz de; Silva, Erika Meire Oliveira; Coelho, Sergio Azevedo; El Debs, Mounir Khalil

    Source: Engineering Structures. Unidade: EESC

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

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585

  • Artigo de periodico

    Computational modelling and analytical model for two-step corbel for precast concrete system (2021)

    Araújo, Daniel de Lima; Coelho, Sergio Azevedo; Almeida, Sylvia Regina Mesquita de; El Debs, Mounir Khalil

    Source: Engineering Structures. Unidade: EESC

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

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699

  • Artigo de periodico

    Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions (2021)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Genikomsou, Aikaterini S.; Krahl, Pablo Augusto; El Debs, Mounir Khalil

    Source: Engineering Structures. Unidade: EESC

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

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774

  • Artigo de periodico

    A box element to model semi-rigid connections in shell-based thin-walled structures analysis (2021)

    Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    Source: Engineering Structures. Unidade: EESC

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

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075

  • Artigo de periodico

    Performance based assessment of transmission lines to seismic events (2021)

    Miguel, Leandro Fleck Fadel; Alminhana, Fábio; Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

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

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298

  • Artigo de periodico

    Optimal design of redundant structural systems: fundamentals (2020)

    Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

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

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    • 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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542

  • Artigo de periodico

    Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios (2020)

    Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Valdebenito, Marcos

    Source: Engineering Structures. Unidade: EESC

    Subjects: COLUNAS, ESTRUTURAS, RISCO, ESTRUTURAS

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      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: 02 jul. 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 jul. 02 ] 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 jul. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
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