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  • Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS

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      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 08 ago. 2024.
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      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
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      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 ago. 08 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
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      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 ago. 08 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
  • Source: Life-Cycle of Structures and Infrastructure Systems. Conference titles: International Symposium on Life-Cycle Civil Engineering - IALCCE. Unidades: EESC, EP

    Subjects: ESTRUTURAS, FERROVIAS, ESTRUTURAS

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      AMES, Isabela et al. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. Life-Cycle of Structures and Infrastructure Systems. Tradução . London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. p. 368-275. Disponível em: http://dx.doi.org/10.1201/9781003323020-30. Acesso em: 08 ago. 2024.
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      Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Souza, E. F. (2023). Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. In Life-Cycle of Structures and Infrastructure Systems (p. 368-275). London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003323020-30
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      Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1201/9781003323020-30
    • Vancouver

      Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 ago. 08 ] Available from: http://dx.doi.org/10.1201/9781003323020-30
  • Source: SN Applied Sciences. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, ESTRUTURAS

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      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, v. 4, p. 1-23, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s42452-022-04980-7. Acesso em: 08 ago. 2024.
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      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2022). Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, 4, 1-23. doi:10.1007/s42452-022-04980-7
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      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam in operating conditions using direct coupling [Internet]. SN Applied Sciences. 2022 ; 4 1-23.[citado 2024 ago. 08 ] Available from: https://dx.doi.org/10.1007/s42452-022-04980-7
    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam in operating conditions using direct coupling [Internet]. SN Applied Sciences. 2022 ; 4 1-23.[citado 2024 ago. 08 ] Available from: https://dx.doi.org/10.1007/s42452-022-04980-7
  • Source: Curved and Layered Structures. Unidade: EP

    Subjects: ESTRUTURAS, CONEXÕES ESTRUTURAIS, CAE

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      SOUZA, Márcio Sartorelli Venâncio de e PAULETTI, Ruy Marcelo de Oliveira. An overview of the natural force density method and its implementation on an efficient parametric computational framework. Curved and Layered Structures, v. 8, n. Ja 2021, p. 47–60, 2021Tradução . . Disponível em: https://doi.org/10.1515/cls-2021-0005. Acesso em: 08 ago. 2024.
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      Souza, M. S. V. de, & Pauletti, R. M. de O. (2021). An overview of the natural force density method and its implementation on an efficient parametric computational framework. Curved and Layered Structures, 8( Ja 2021), 47–60. doi:10.1515/cls-2021-0005
    • NLM

      Souza MSV de, Pauletti RM de O. An overview of the natural force density method and its implementation on an efficient parametric computational framework [Internet]. Curved and Layered Structures. 2021 ; 8( Ja 2021): 47–60.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1515/cls-2021-0005
    • Vancouver

      Souza MSV de, Pauletti RM de O. An overview of the natural force density method and its implementation on an efficient parametric computational framework [Internet]. Curved and Layered Structures. 2021 ; 8( Ja 2021): 47–60.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1515/cls-2021-0005
  • Source: Proceedings. Conference titles: International Nonlinear Dynamics Conference (NODYCON 2021). Unidade: EP

    Subjects: ESTRUTURAS, DINÂMICA DAS ESTRUTURAS

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      RIBEIRO, Eduardo Ascenso Reis e MENDES, Breno Ayres Pereira e MAZZILLI, Carlos Eduardo Nigro. Stabilisation of a heavy chain buckled configuration through parametric excitation. 2021, Anais.. Berlin: Springer, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf. Acesso em: 08 ago. 2024.
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      Ribeiro, E. A. R., Mendes, B. A. P., & Mazzilli, C. E. N. (2021). Stabilisation of a heavy chain buckled configuration through parametric excitation. In Proceedings. Berlin: Springer. Recuperado de https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf
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      Ribeiro EAR, Mendes BAP, Mazzilli CEN. Stabilisation of a heavy chain buckled configuration through parametric excitation [Internet]. Proceedings. 2021 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf
    • Vancouver

      Ribeiro EAR, Mendes BAP, Mazzilli CEN. Stabilisation of a heavy chain buckled configuration through parametric excitation [Internet]. Proceedings. 2021 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf
  • Source: Structure and Infrastructure Engineering. Unidades: EP, EESC

    Subjects: FADIGA DAS ESTRUTURAS, PONTES DE CONCRETO, VIGAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS, ESTRUTURAS

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      CARNEIRO, Anselmo Leal et al. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, p. 1-21, 2021Tradução . . Disponível em: https://doi.org/10.1080/15732479.2021.1924798. Acesso em: 08 ago. 2024.
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      Carneiro, A. L., Portela, E. de L., Bittencourt, T. N., Beck, A. T., & Carvalho, H. (2021). Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, 1-21. doi:10.1080/15732479.2021.1924798
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      Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1080/15732479.2021.1924798
    • Vancouver

      Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1080/15732479.2021.1924798
  • Source: Lecture Notes in Civil Engineering - LNCE. Conference titles: International Conference on Computing in Civil and Building Engineering - ICCCBE 2020. Unidade: EP

    Subjects: ESTRUTURAS, GERENCIAMENTO DA CONSTRUÇÃO, BANCO DE DADOS ORIENTADO A OBJETOS

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      BOECHAT, Luiza Carneiro e CORREA, Fabiano Rogério. Augmented BIM workflow for structural design through data visualization. Lecture Notes in Civil Engineering - LNCE. Cham: Springer. Disponível em: https://doi.org/10.1007/978-3-030-51295-8_15. Acesso em: 08 ago. 2024. , 2021
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      Boechat, L. C., & Correa, F. R. (2021). Augmented BIM workflow for structural design through data visualization. Lecture Notes in Civil Engineering - LNCE. Cham: Springer. doi:10.1007/978-3-030-51295-8_15
    • NLM

      Boechat LC, Correa FR. Augmented BIM workflow for structural design through data visualization [Internet]. Lecture Notes in Civil Engineering - LNCE. 2021 ; 98 180-196.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/978-3-030-51295-8_15
    • Vancouver

      Boechat LC, Correa FR. Augmented BIM workflow for structural design through data visualization [Internet]. Lecture Notes in Civil Engineering - LNCE. 2021 ; 98 180-196.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/978-3-030-51295-8_15
  • Unidade: EP

    Subjects: DINÂMICA DAS ESTRUTURAS, ESTRUTURAS, VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS, ONDAS

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      ALVES, Marcílio. Impact engineering: fundamentals, experiments and nonlinear finite elements. . Sao Paulo: O Autor. Disponível em: https://repositorio.usp.br/directbitstream/4461ebca-0b07-47b0-bfe8-764b5b803762/Alves-2020-impact%20engineering.pdf. Acesso em: 08 ago. 2024. , 2020
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      Alves, M. (2020). Impact engineering: fundamentals, experiments and nonlinear finite elements. Sao Paulo: O Autor. Recuperado de https://repositorio.usp.br/directbitstream/4461ebca-0b07-47b0-bfe8-764b5b803762/Alves-2020-impact%20engineering.pdf
    • NLM

      Alves M. Impact engineering: fundamentals, experiments and nonlinear finite elements [Internet]. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/4461ebca-0b07-47b0-bfe8-764b5b803762/Alves-2020-impact%20engineering.pdf
    • Vancouver

      Alves M. Impact engineering: fundamentals, experiments and nonlinear finite elements [Internet]. 2020 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/4461ebca-0b07-47b0-bfe8-764b5b803762/Alves-2020-impact%20engineering.pdf
  • Source: Structural and Multidisciplinary Optimization. Conference titles: World Congress on Structural and Multidisciplinary Optimization. Unidade: EP

    Subjects: ESTRUTURAS, TOPOLOGIA

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      ACAR, Erdem et al. Special issue for the 13th world congress on structural and multidisciplinary optimization—editorial note. Structural and Multidisciplinary Optimization. Heidelberg, Germany: Springer. Disponível em: https://doi.org/10.1007/s00158-020-02579-3. Acesso em: 08 ago. 2024. , 2020
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      Acar, E., Jianbin, D., Saka, M. P., Sigmund, O., & Silva, E. C. N. (2020). Special issue for the 13th world congress on structural and multidisciplinary optimization—editorial note. Structural and Multidisciplinary Optimization. Heidelberg, Germany: Springer. doi:10.1007/s00158-020-02579-3
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      Acar E, Jianbin D, Saka MP, Sigmund O, Silva ECN. Special issue for the 13th world congress on structural and multidisciplinary optimization—editorial note [Internet]. Structural and Multidisciplinary Optimization. 2020 ; 61 2225–2226.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/s00158-020-02579-3
    • Vancouver

      Acar E, Jianbin D, Saka MP, Sigmund O, Silva ECN. Special issue for the 13th world congress on structural and multidisciplinary optimization—editorial note [Internet]. Structural and Multidisciplinary Optimization. 2020 ; 61 2225–2226.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1007/s00158-020-02579-3
  • Source: Marine Structures. Unidade: EP

    Subjects: TUBOS FLEXÍVEIS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      SANTOS, Caio César Pereira e PESCE, Celso Pupo. An alternative strategy for offshore flexible pipes finite element analysis. Marine Structures, v. 65, p. 376-416, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.marstruc.2019.01.009. Acesso em: 08 ago. 2024.
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      Santos, C. C. P., & Pesce, C. P. (2019). An alternative strategy for offshore flexible pipes finite element analysis. Marine Structures, 65, 376-416. doi:10.1016/j.marstruc.2019.01.009
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      Santos CCP, Pesce CP. An alternative strategy for offshore flexible pipes finite element analysis [Internet]. Marine Structures. 2019 ; 65 376-416.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.marstruc.2019.01.009
    • Vancouver

      Santos CCP, Pesce CP. An alternative strategy for offshore flexible pipes finite element analysis [Internet]. Marine Structures. 2019 ; 65 376-416.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1016/j.marstruc.2019.01.009
  • Source: Anais CONPAT. Conference titles: Congresso Latino-Americano de Patologia da Construção. Unidades: EP, EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, CONCRETO, ESTRUTURAS

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      BILESKY, P. et al. Módulo de elasticidade do concreto. 2019, Anais.. Chiapas, Mexico: CONPAT, 2019. Disponível em: https://doi.org/10.21041/CONPAT2019/VICC248. Acesso em: 08 ago. 2024.
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      Bilesky, P., Helene, P. R. L., Sbrighi Neto, C., & Castro, A. L. de. (2019). Módulo de elasticidade do concreto. In Anais CONPAT. Chiapas, Mexico: CONPAT. doi:10.21041/CONPAT2019/VICC248
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      Bilesky P, Helene PRL, Sbrighi Neto C, Castro AL de. Módulo de elasticidade do concreto [Internet]. Anais CONPAT. 2019 ;[citado 2024 ago. 08 ] Available from: https://doi.org/10.21041/CONPAT2019/VICC248
    • Vancouver

      Bilesky P, Helene PRL, Sbrighi Neto C, Castro AL de. Módulo de elasticidade do concreto [Internet]. Anais CONPAT. 2019 ;[citado 2024 ago. 08 ] Available from: https://doi.org/10.21041/CONPAT2019/VICC248
  • Source: Proceedings. Conference titles: International Symposium on Geotechnical Safety and Risk - ISGSR. Unidades: EESC, EP

    Subjects: ESTABILIDADE ESTRUTURAL, TALUDES, ESTRUTURAS

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      TORRICO SIACARA, Adrian e BECK, André Teófilo e FUTAI, Marcos Massao. Reliability analysis of an infinite slope. 2019, Anais.. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2019. Disponível em: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf. Acesso em: 08 ago. 2024.
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      Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2019). Reliability analysis of an infinite slope. In Proceedings. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
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      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
    • Vancouver

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
  • Source: Proceedings. Conference titles: International DAM World Conference. Unidades: EP, EESC

    Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS

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      PIRES, Kironi Oliveira et al. Sliding stability analysis of concrete dams based on reliability. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 08 ago. 2024.
    • APA

      Pires, K. O., Futai, M. M., Bittencourt, T. N., & Beck, A. T. (2018). Sliding stability analysis of concrete dams based on reliability. In Proceedings. Lisboa, Portugal: LNEC.
    • NLM

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2024 ago. 08 ]
    • Vancouver

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2024 ago. 08 ]
  • Source: Engineering optimization. Unidade: EP

    Subjects: SISTEMAS MICROELETROMECÂNICOS, ESTRUTURAS, ESTUDO DE CASO, ELETROSTÁTICA

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      TEVES, André da Costa et al. Structural design of high-performance capacitive accelerometers using parametric optimization with uncertainties. Engineering optimization, v. 49, n. 3, p. 365-380, 2017Tradução . . Disponível em: https://doi.org/10.1080/0305215X.2016.1187975. Acesso em: 08 ago. 2024.
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      Teves, A. da C., Lima, C. R. de, Passaro, A., & Silva, E. C. N. (2017). Structural design of high-performance capacitive accelerometers using parametric optimization with uncertainties. Engineering optimization, 49( 3), 365-380. doi:10.1080/0305215X.2016.1187975
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      Teves A da C, Lima CR de, Passaro A, Silva ECN. Structural design of high-performance capacitive accelerometers using parametric optimization with uncertainties [Internet]. Engineering optimization. 2017 ; 49( 3): 365-380.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1080/0305215X.2016.1187975
    • Vancouver

      Teves A da C, Lima CR de, Passaro A, Silva ECN. Structural design of high-performance capacitive accelerometers using parametric optimization with uncertainties [Internet]. Engineering optimization. 2017 ; 49( 3): 365-380.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1080/0305215X.2016.1187975
  • Source: Proceedings. Conference titles: International Conference on Impact Structures-ICILLS 2014. Unidade: EP

    Subjects: ESTRUTURAS, ANÁLISE NUMÉRICA

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      MAZZARIOL, Leonardo Monteiro e ALVES, Marcílio. Scaling the impact of a mass on plate using models of different materiais. 2014, Anais.. Bristol: Iop Publishing, 2014. Disponível em: https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf. Acesso em: 08 ago. 2024.
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      Mazzariol, L. M., & Alves, M. (2014). Scaling the impact of a mass on plate using models of different materiais. In Proceedings. Bristol: Iop Publishing. Recuperado de https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf
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      Mazzariol LM, Alves M. Scaling the impact of a mass on plate using models of different materiais [Internet]. Proceedings. 2014 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf
    • Vancouver

      Mazzariol LM, Alves M. Scaling the impact of a mass on plate using models of different materiais [Internet]. Proceedings. 2014 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf
  • Source: International Journal of Soliods and Structures. Unidade: EP

    Subjects: ALUMÍNIO, ESTRUTURAS

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      KARAGIOZOVA, Dora e ALVES, Marcílio. Compaction of a double-layered metal foam block impacting a rigid wall. International Journal of Soliods and Structures, v. 51, p. 2424-2438, 2013Tradução . . Disponível em: http://ac.els-cdn.com/S0020768314001103/1-s2.0-S0020768314001103-main.pdf?_tid=f170d0ba-4ac1-11e6-b9a2-00000aacb362&acdnat=1468610932_0d52fa224b0ef7634a8d3beb6a101e70. Acesso em: 08 ago. 2024.
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      Karagiozova, D., & Alves, M. (2013). Compaction of a double-layered metal foam block impacting a rigid wall. International Journal of Soliods and Structures, 51, 2424-2438. doi:10.1016/j.ijsolstr.2014.03.012
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      Karagiozova D, Alves M. Compaction of a double-layered metal foam block impacting a rigid wall [Internet]. International Journal of Soliods and Structures. 2013 ; 51 2424-2438.[citado 2024 ago. 08 ] Available from: http://ac.els-cdn.com/S0020768314001103/1-s2.0-S0020768314001103-main.pdf?_tid=f170d0ba-4ac1-11e6-b9a2-00000aacb362&acdnat=1468610932_0d52fa224b0ef7634a8d3beb6a101e70
    • Vancouver

      Karagiozova D, Alves M. Compaction of a double-layered metal foam block impacting a rigid wall [Internet]. International Journal of Soliods and Structures. 2013 ; 51 2424-2438.[citado 2024 ago. 08 ] Available from: http://ac.els-cdn.com/S0020768314001103/1-s2.0-S0020768314001103-main.pdf?_tid=f170d0ba-4ac1-11e6-b9a2-00000aacb362&acdnat=1468610932_0d52fa224b0ef7634a8d3beb6a101e70
  • Source: Revista da Associação Portuguesa de Análise Experimental de Tensões. Unidades: EESC, EP

    Subjects: PILARES, ESTRUTURAS DE AÇO, INCÊNDIO, ESTRUTURAS

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      KIMURA, Érica Fernanda Aiko et al. Análise numérica de pilares de aço em situação de incêndio sob influência do elemento de compartimentação. Revista da Associação Portuguesa de Análise Experimental de Tensões, v. 21, p. 83-92, 2012Tradução . . Acesso em: 08 ago. 2024.
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      Kimura, É. F. A., Munaiar Neto, J., Malite, M., & Silva, V. P. e. (2012). Análise numérica de pilares de aço em situação de incêndio sob influência do elemento de compartimentação. Revista da Associação Portuguesa de Análise Experimental de Tensões, 21, 83-92.
    • NLM

      Kimura ÉFA, Munaiar Neto J, Malite M, Silva VP e. Análise numérica de pilares de aço em situação de incêndio sob influência do elemento de compartimentação. Revista da Associação Portuguesa de Análise Experimental de Tensões. 2012 ; 21 83-92.[citado 2024 ago. 08 ]
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      Kimura ÉFA, Munaiar Neto J, Malite M, Silva VP e. Análise numérica de pilares de aço em situação de incêndio sob influência do elemento de compartimentação. Revista da Associação Portuguesa de Análise Experimental de Tensões. 2012 ; 21 83-92.[citado 2024 ago. 08 ]
  • Unidade: EP

    Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA APLICADA, RESISTÊNCIA DOS MATERIAIS

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      BUCALEM, Miguel Luiz e BATHE, Klaus-Jürgen. The mechanics of solids and structures: hierarchical modeling and the finite element solution. . Berlin: Springer. Disponível em: https://repositorio.usp.br/directbitstream/e84af17d-ffcf-4445-a168-b94fa378430e/Bucalem-2011-mechanics.pdf. Acesso em: 08 ago. 2024. , 2011
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      Bucalem, M. L., & Bathe, K. -J. (2011). The mechanics of solids and structures: hierarchical modeling and the finite element solution. Berlin: Springer. Recuperado de https://repositorio.usp.br/directbitstream/e84af17d-ffcf-4445-a168-b94fa378430e/Bucalem-2011-mechanics.pdf
    • NLM

      Bucalem ML, Bathe K-J. The mechanics of solids and structures: hierarchical modeling and the finite element solution [Internet]. 2011 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/e84af17d-ffcf-4445-a168-b94fa378430e/Bucalem-2011-mechanics.pdf
    • Vancouver

      Bucalem ML, Bathe K-J. The mechanics of solids and structures: hierarchical modeling and the finite element solution [Internet]. 2011 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/e84af17d-ffcf-4445-a168-b94fa378430e/Bucalem-2011-mechanics.pdf
  • Source: Structural Survey. Unidades: EP, EESC

    Subjects: SISTEMA DE POSICIONAMENTO GLOBAL, TECNOLOGIA DA COMUNICAÇÃO, ESTRUTURAS, LEVANTAMENTO DO SOLO

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      LAROCCA, Ana Paula Camargo e SCHAAL, Ricardo Ernesto e FONSECA JÚNIOR, Edvaldo Simões da. Structures oscillations monitoring with global positioning system and adaptive filtering techniques. Structural Survey, v. 28, n. 3, p. 197-206, 2010Tradução . . Disponível em: https://doi.org/10.1108/02630801011058924. Acesso em: 08 ago. 2024.
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      Larocca, A. P. C., Schaal, R. E., & Fonseca Júnior, E. S. da. (2010). Structures oscillations monitoring with global positioning system and adaptive filtering techniques. Structural Survey, 28( 3), 197-206. doi:10.1108/02630801011058924
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      Larocca APC, Schaal RE, Fonseca Júnior ES da. Structures oscillations monitoring with global positioning system and adaptive filtering techniques [Internet]. Structural Survey. 2010 ; 28( 3): 197-206.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1108/02630801011058924
    • Vancouver

      Larocca APC, Schaal RE, Fonseca Júnior ES da. Structures oscillations monitoring with global positioning system and adaptive filtering techniques [Internet]. Structural Survey. 2010 ; 28( 3): 197-206.[citado 2024 ago. 08 ] Available from: https://doi.org/10.1108/02630801011058924
  • Unidade: EP

    Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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      PIMENTA, Paulo de Mattos e WRIGGERS, Peter. New trends in thin structures: formulation, optimization and coupled problems. . Wien: Springer. Disponível em: https://repositorio.usp.br/directbitstream/e7ef5544-c034-4117-98ca-c425f33dd80d/Pimenta-2010-New_trends.pdf. Acesso em: 08 ago. 2024. , 2010
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      Pimenta, P. de M., & Wriggers, P. (2010). New trends in thin structures: formulation, optimization and coupled problems. Wien: Springer. Recuperado de https://repositorio.usp.br/directbitstream/e7ef5544-c034-4117-98ca-c425f33dd80d/Pimenta-2010-New_trends.pdf
    • NLM

      Pimenta P de M, Wriggers P. New trends in thin structures: formulation, optimization and coupled problems [Internet]. 2010 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/e7ef5544-c034-4117-98ca-c425f33dd80d/Pimenta-2010-New_trends.pdf
    • Vancouver

      Pimenta P de M, Wriggers P. New trends in thin structures: formulation, optimization and coupled problems [Internet]. 2010 ;[citado 2024 ago. 08 ] Available from: https://repositorio.usp.br/directbitstream/e7ef5544-c034-4117-98ca-c425f33dd80d/Pimenta-2010-New_trends.pdf

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