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  • Source: International Journal of Solids and Structures. Unidade: EP

    Subjects: RESISTÊNCIA DOS MATERIAIS, MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO E ESTRESSES

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      KARAGIOZOVA, Dora e ALVES, Marcílio. Propagation of compaction waves in cellular materials with continuous varying density. International Journal of Solids and Structures, v. 71, p. 323-337, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2015.07.005. Acesso em: 01 nov. 2024.
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      Karagiozova, D., & Alves, M. (2015). Propagation of compaction waves in cellular materials with continuous varying density. International Journal of Solids and Structures, 71, 323-337. doi:10.1016/j.ijsolstr.2015.07.005
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      Karagiozova D, Alves M. Propagation of compaction waves in cellular materials with continuous varying density [Internet]. International Journal of Solids and Structures. 2015 ; 71 323-337.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/j.ijsolstr.2015.07.005
    • Vancouver

      Karagiozova D, Alves M. Propagation of compaction waves in cellular materials with continuous varying density [Internet]. International Journal of Solids and Structures. 2015 ; 71 323-337.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/j.ijsolstr.2015.07.005
  • Source: Journal of Engineering Mechanics. Unidade: EP

    Subjects: DINÂMICA DAS ESTRUTURAS, TENSÃO ESTRUTURAL, RESISTÊNCIA DOS MATERIAIS

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      PESCE, Celso Pupo e CASETTA, Leonardo e SANTOS, Flávia Maria Teixeira dos. On the equation of motion governing the dynamics of vertically collapsing buildings. Journal of Engineering Mechanics, p. 1-29, 2012Tradução . . Disponível em: https://doi.org/10.1061/(asce)em.1943-7889.0000453. Acesso em: 01 nov. 2024.
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      Pesce, C. P., Casetta, L., & Santos, F. M. T. dos. (2012). On the equation of motion governing the dynamics of vertically collapsing buildings. Journal of Engineering Mechanics, 1-29. doi:10.1061/(asce)em.1943-7889.0000453
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      Pesce CP, Casetta L, Santos FMT dos. On the equation of motion governing the dynamics of vertically collapsing buildings [Internet]. Journal of Engineering Mechanics. 2012 ; 1-29.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1061/(asce)em.1943-7889.0000453
    • Vancouver

      Pesce CP, Casetta L, Santos FMT dos. On the equation of motion governing the dynamics of vertically collapsing buildings [Internet]. Journal of Engineering Mechanics. 2012 ; 1-29.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1061/(asce)em.1943-7889.0000453
  • Source: Journal of Non-Newtonian Fluid Mechanics. Unidade: ICMC

    Assunto: MECÂNICA DOS FLUÍDOS COMPUTACIONAL

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      TOMÉ, Murilo Francisco et al. Die-swell, splashing drop an a numerical technique for solving the oldroyd B model for axisymmetric free surface flows. Journal of Non-Newtonian Fluid Mechanics, v. 141, n. 2-3, p. 148-166, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.jnnfm.2006.09.008. Acesso em: 01 nov. 2024.
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      Tomé, M. F., Grossi, L., Castelo, A., Cuminato, J. A., Mckee, S., & Walters, K. (2007). Die-swell, splashing drop an a numerical technique for solving the oldroyd B model for axisymmetric free surface flows. Journal of Non-Newtonian Fluid Mechanics, 141( 2-3), 148-166. doi:10.1016/j.jnnfm.2006.09.008
    • NLM

      Tomé MF, Grossi L, Castelo A, Cuminato JA, Mckee S, Walters K. Die-swell, splashing drop an a numerical technique for solving the oldroyd B model for axisymmetric free surface flows [Internet]. Journal of Non-Newtonian Fluid Mechanics. 2007 ; 141( 2-3): 148-166.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/j.jnnfm.2006.09.008
    • Vancouver

      Tomé MF, Grossi L, Castelo A, Cuminato JA, Mckee S, Walters K. Die-swell, splashing drop an a numerical technique for solving the oldroyd B model for axisymmetric free surface flows [Internet]. Journal of Non-Newtonian Fluid Mechanics. 2007 ; 141( 2-3): 148-166.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/j.jnnfm.2006.09.008
  • Source: Journal of Offshore Mechanics and Artic Engineering. Unidade: EP

    Subjects: CONTROLE ADAPTATIVO, SISTEMAS DE POSICIONAMENTO DINÂMICO, FILTROS DE KALMAN

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      TANNURI, Eduardo Aoun e KUBOTA, Leonardo Kenji e PESCE, Celso Pupo. Adaptive control strategy for the dynamic positioning of a shuttle tanker during offloading operations. Journal of Offshore Mechanics and Artic Engineering, 2006Tradução . . Disponível em: https://doi.org/10.1115/1.2199559. Acesso em: 01 nov. 2024.
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      Tannuri, E. A., Kubota, L. K., & Pesce, C. P. (2006). Adaptive control strategy for the dynamic positioning of a shuttle tanker during offloading operations. Journal of Offshore Mechanics and Artic Engineering. doi:10.1115/1.2199559
    • NLM

      Tannuri EA, Kubota LK, Pesce CP. Adaptive control strategy for the dynamic positioning of a shuttle tanker during offloading operations [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2006 ;[citado 2024 nov. 01 ] Available from: https://doi.org/10.1115/1.2199559
    • Vancouver

      Tannuri EA, Kubota LK, Pesce CP. Adaptive control strategy for the dynamic positioning of a shuttle tanker during offloading operations [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2006 ;[citado 2024 nov. 01 ] Available from: https://doi.org/10.1115/1.2199559
  • Source: Journal of Offshore Mechanics and Artic Engineering. Unidade: EP

    Subjects: DINÂMICA DAS ESTRUTURAS, VIBRAÇÕES, VÓRTICES DOS FLUÍDOS, SIMULAÇÃO DE SISTEMAS, ESTRUTURAS OFFSHORE, MODELOS MATEMÁTICOS, TUBOS FLEXÍVEIS

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      PESCE, Celso Pupo e MARTINS, Clóvis de Arruda e SILVEIRA, Lauro Massao Yamada da. Riser-soil interaction: local dynamics at TDP and a discussion on the eigenvalue and the VIV problems. Journal of Offshore Mechanics and Artic Engineering, p. 39-55, 2006Tradução . . Disponível em: https://doi.org/10.1115/1.2151205. Acesso em: 01 nov. 2024.
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      Pesce, C. P., Martins, C. de A., & Silveira, L. M. Y. da. (2006). Riser-soil interaction: local dynamics at TDP and a discussion on the eigenvalue and the VIV problems. Journal of Offshore Mechanics and Artic Engineering, 39-55. doi:10.1115/1.2151205
    • NLM

      Pesce CP, Martins C de A, Silveira LMY da. Riser-soil interaction: local dynamics at TDP and a discussion on the eigenvalue and the VIV problems [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2006 ; 39-55.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1115/1.2151205
    • Vancouver

      Pesce CP, Martins C de A, Silveira LMY da. Riser-soil interaction: local dynamics at TDP and a discussion on the eigenvalue and the VIV problems [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2006 ; 39-55.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1115/1.2151205
  • Source: Archives of Computational Methods in Engineering. Unidade: ICMC

    Assunto: MECÂNICA DOS FLUÍDOS COMPUTACIONAL

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      MCKEE, Sean et al. Recent advances in the marker and cell method. Archives of Computational Methods in Engineering, v. 11, n. 2, p. 107-142, 2004Tradução . . Disponível em: https://doi.org/10.1007/bf02905936. Acesso em: 01 nov. 2024.
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      Mckee, S., Tomé, M. F., Cuminato, J. A., Castelo, A., & Ferreira, V. G. (2004). Recent advances in the marker and cell method. Archives of Computational Methods in Engineering, 11( 2), 107-142. doi:10.1007/bf02905936
    • NLM

      Mckee S, Tomé MF, Cuminato JA, Castelo A, Ferreira VG. Recent advances in the marker and cell method [Internet]. Archives of Computational Methods in Engineering. 2004 ; 11( 2): 107-142.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1007/bf02905936
    • Vancouver

      Mckee S, Tomé MF, Cuminato JA, Castelo A, Ferreira VG. Recent advances in the marker and cell method [Internet]. Archives of Computational Methods in Engineering. 2004 ; 11( 2): 107-142.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1007/bf02905936
  • Source: Journal of Offshore Mechanics and Artic Engineering. Unidade: EP

    Subjects: ESTRUTURAS OFFSHORE, TUBOS FLEXÍVEIS, DEFORMAÇÃO ESTRUTURAL

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      RAMOS JÚNIOR, Roberto e PESCE, Celso Pupo. A consistent analytical model to predict the structural behavior of flexible risers subjected to combined loads. Journal of Offshore Mechanics and Artic Engineering, v. 126, n. 2, p. 141-146, 2004Tradução . . Disponível em: https://doi.org/10.1115/OMAE2002-28081. Acesso em: 01 nov. 2024.
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      Ramos Júnior, R., & Pesce, C. P. (2004). A consistent analytical model to predict the structural behavior of flexible risers subjected to combined loads. Journal of Offshore Mechanics and Artic Engineering, 126( 2), 141-146. doi:10.1115/OMAE2002-28081
    • NLM

      Ramos Júnior R, Pesce CP. A consistent analytical model to predict the structural behavior of flexible risers subjected to combined loads [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2004 ; 126( 2): 141-146.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1115/OMAE2002-28081
    • Vancouver

      Ramos Júnior R, Pesce CP. A consistent analytical model to predict the structural behavior of flexible risers subjected to combined loads [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2004 ; 126( 2): 141-146.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1115/OMAE2002-28081
  • Source: Journal of Offshore Mechanics and Artic Engineering. Unidade: EP

    Subjects: TUBOS FLEXÍVEIS, IMPERFEIÇÕES E FALHAS DOS MATERIAIS, DEFORMAÇÃO E ESTRESSES

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      RUGGIERI, Claudio e FERRARI JUNIOR, José Alfredo. Structural behavior of dented tubular members under lateral loads. Journal of Offshore Mechanics and Artic Engineering, v. 126, n. 2, p. 191-197, 2004Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/089e3211-39f6-4035-819c-0bcf13b5c627/Ruggieri-2004-structural%20behavior%20ok.pdf. Acesso em: 01 nov. 2024.
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      Ruggieri, C., & Ferrari Junior, J. A. (2004). Structural behavior of dented tubular members under lateral loads. Journal of Offshore Mechanics and Artic Engineering, 126( 2), 191-197. Recuperado de https://repositorio.usp.br/directbitstream/089e3211-39f6-4035-819c-0bcf13b5c627/Ruggieri-2004-structural%20behavior%20ok.pdf
    • NLM

      Ruggieri C, Ferrari Junior JA. Structural behavior of dented tubular members under lateral loads [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2004 ; 126( 2): 191-197.[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/089e3211-39f6-4035-819c-0bcf13b5c627/Ruggieri-2004-structural%20behavior%20ok.pdf
    • Vancouver

      Ruggieri C, Ferrari Junior JA. Structural behavior of dented tubular members under lateral loads [Internet]. Journal of Offshore Mechanics and Artic Engineering. 2004 ; 126( 2): 191-197.[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/089e3211-39f6-4035-819c-0bcf13b5c627/Ruggieri-2004-structural%20behavior%20ok.pdf
  • Source: Journal of Thermal Analysis and Calorimetry. Unidades: FCF, IQ

    Subjects: QUÍMICA, BORRACHA

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      ABDALLA, Dulcinéia Saes Parra e MATOS, Jivaldo do Rosário. Some synergistic effects of antioxidants in natural rubber. Journal of Thermal Analysis and Calorimetry, v. 67, n. 2, p. 287-294, 2002Tradução . . Acesso em: 01 nov. 2024.
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      Abdalla, D. S. P., & Matos, J. do R. (2002). Some synergistic effects of antioxidants in natural rubber. Journal of Thermal Analysis and Calorimetry, 67( 2), 287-294.
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      Abdalla DSP, Matos J do R. Some synergistic effects of antioxidants in natural rubber. Journal of Thermal Analysis and Calorimetry. 2002 ; 67( 2): 287-294.[citado 2024 nov. 01 ]
    • Vancouver

      Abdalla DSP, Matos J do R. Some synergistic effects of antioxidants in natural rubber. Journal of Thermal Analysis and Calorimetry. 2002 ; 67( 2): 287-294.[citado 2024 nov. 01 ]
  • Source: The Journal of the Acoustical Society of America. Unidade: EP

    Subjects: ACÚSTICA, ENGENHARIA MECÂNICA

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      BRADLEY, J S e BISTAFA, Sylvio Reynaldo. Relating speech intelligibility to useful-to-detrimental sound rations (L). The Journal of the Acoustical Society of America, v. 112, n. 1, p. 27-29, 2002Tradução . . Disponível em: https://doi.org/10.1121/1.1481508. Acesso em: 01 nov. 2024.
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      Bradley, J. S., & Bistafa, S. R. (2002). Relating speech intelligibility to useful-to-detrimental sound rations (L). The Journal of the Acoustical Society of America, 112( 1), 27-29. doi:10.1121/1.1481508
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      Bradley JS, Bistafa SR. Relating speech intelligibility to useful-to-detrimental sound rations (L) [Internet]. The Journal of the Acoustical Society of America. 2002 ; 112( 1): 27-29.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1121/1.1481508
    • Vancouver

      Bradley JS, Bistafa SR. Relating speech intelligibility to useful-to-detrimental sound rations (L) [Internet]. The Journal of the Acoustical Society of America. 2002 ; 112( 1): 27-29.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1121/1.1481508
  • Source: The Journal of the Acoustical Society of America. Conference titles: Apresentado ao 142 Meeting Acoustical Society of America. Unidade: EP

    Subjects: VIBRAÇÃO ULTRASSÔNICA, ANÁLISE NUMÉRICA

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      BISTAFA, Sylvio Reynaldo. Complex resonance frequencies numerically obtained in the rectangular room with arbitrary wall impedances. The Journal of the Acoustical Society of America. Melville: Escola Politécnica, Universidade de São Paulo. Disponível em: https://repositorio.usp.br/directbitstream/8c34e63b-c466-4940-85f9-e677c718f338/Bistafa-2001-complex%20resonance%20frequencies%20ok.pdf. Acesso em: 01 nov. 2024. , 2001
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      Bistafa, S. R. (2001). Complex resonance frequencies numerically obtained in the rectangular room with arbitrary wall impedances. The Journal of the Acoustical Society of America. Melville: Escola Politécnica, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/8c34e63b-c466-4940-85f9-e677c718f338/Bistafa-2001-complex%20resonance%20frequencies%20ok.pdf
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      Bistafa SR. Complex resonance frequencies numerically obtained in the rectangular room with arbitrary wall impedances [Internet]. The Journal of the Acoustical Society of America. 2001 ; 110( 5): 2621.[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/8c34e63b-c466-4940-85f9-e677c718f338/Bistafa-2001-complex%20resonance%20frequencies%20ok.pdf
    • Vancouver

      Bistafa SR. Complex resonance frequencies numerically obtained in the rectangular room with arbitrary wall impedances [Internet]. The Journal of the Acoustical Society of America. 2001 ; 110( 5): 2621.[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/8c34e63b-c466-4940-85f9-e677c718f338/Bistafa-2001-complex%20resonance%20frequencies%20ok.pdf
  • Source: Mathematical Geology. Unidade: IGC

    Subjects: GEOCIÊNCIAS, ESTATÍSTICA APLICADA, GEOESTATÍSTICA

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      YAMAMOTO, Jorge Kazuo. An alternative measure of the reliability of ordinary kriging estimates. Mathematical Geology, v. 32, n. 4, p. 489-509, 2000Tradução . . Disponível em: https://doi.org/10.1023/A:1007577916868. Acesso em: 01 nov. 2024.
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      Yamamoto, J. K. (2000). An alternative measure of the reliability of ordinary kriging estimates. Mathematical Geology, 32( 4), 489-509. doi:10.1023/A:1007577916868
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      Yamamoto JK. An alternative measure of the reliability of ordinary kriging estimates [Internet]. Mathematical Geology. 2000 ; 32( 4): 489-509.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1023/A:1007577916868
    • Vancouver

      Yamamoto JK. An alternative measure of the reliability of ordinary kriging estimates [Internet]. Mathematical Geology. 2000 ; 32( 4): 489-509.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1023/A:1007577916868
  • Source: Journal of Engineering Mechanics. Unidade: EP

    Assunto: RESISTÊNCIA DOS MATERIAIS

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      ALVES, Marcílio. Material constitutive law for large strains and strain rates. Journal of Engineering Mechanics, v. 126, n. 2, p. 215-218, 2000Tradução . . Disponível em: https://doi.org/10.1061/(asce)0733-9399(2000)126:2(215). Acesso em: 01 nov. 2024.
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      Alves, M. (2000). Material constitutive law for large strains and strain rates. Journal of Engineering Mechanics, 126( 2), 215-218. doi:10.1061/(asce)0733-9399(2000)126:2(215)
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      Alves M. Material constitutive law for large strains and strain rates [Internet]. Journal of Engineering Mechanics. 2000 ; 126( 2): 215-218.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1061/(asce)0733-9399(2000)126:2(215)
    • Vancouver

      Alves M. Material constitutive law for large strains and strain rates [Internet]. Journal of Engineering Mechanics. 2000 ; 126( 2): 215-218.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1061/(asce)0733-9399(2000)126:2(215)
  • Source: Engineering Computations. Unidade: EP

    Assunto: MÉTODOS NUMÉRICOS DE OTIMIZAÇÃO

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      DIAS, Carlos Alberto Nunes e PETRECHE, João Roberto Diego. Digital bispectral analysis applied to stationary response of flexible lines. Engineering Computations, v. 17, n. 4, p. 487-500, 2000Tradução . . Disponível em: https://doi.org/10.1108/02644400010334865. Acesso em: 01 nov. 2024.
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      Dias, C. A. N., & Petreche, J. R. D. (2000). Digital bispectral analysis applied to stationary response of flexible lines. Engineering Computations, 17( 4), 487-500. doi:10.1108/02644400010334865
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      Dias CAN, Petreche JRD. Digital bispectral analysis applied to stationary response of flexible lines [Internet]. Engineering Computations. 2000 ; 17( 4): 487-500.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1108/02644400010334865
    • Vancouver

      Dias CAN, Petreche JRD. Digital bispectral analysis applied to stationary response of flexible lines [Internet]. Engineering Computations. 2000 ; 17( 4): 487-500.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1108/02644400010334865
  • Source: Cement & Concrete Composites. Unidade: EESC

    Subjects: CONCRETOS ESPECIAIS, DESEMPENHO DE MATERIAIS DE CONSTRUÇÃO

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      FULARN JÚNIOR, Sydney e HANAI, João Bento de. Prestressed fiber reinforced concrete beams with reduced ratios of shear reinforcement. Cement & Concrete Composites, v. 21, n. 3, p. 213-221, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0958-9465(98)00054-7. Acesso em: 01 nov. 2024.
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      Fularn Júnior, S., & Hanai, J. B. de. (1999). Prestressed fiber reinforced concrete beams with reduced ratios of shear reinforcement. Cement & Concrete Composites, 21( 3), 213-221. doi:10.1016/s0958-9465(98)00054-7
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      Fularn Júnior S, Hanai JB de. Prestressed fiber reinforced concrete beams with reduced ratios of shear reinforcement [Internet]. Cement & Concrete Composites. 1999 ; 21( 3): 213-221.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0958-9465(98)00054-7
    • Vancouver

      Fularn Júnior S, Hanai JB de. Prestressed fiber reinforced concrete beams with reduced ratios of shear reinforcement [Internet]. Cement & Concrete Composites. 1999 ; 21( 3): 213-221.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0958-9465(98)00054-7
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODOS NUMÉRICOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS

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      CHAVES, E. W. V. e FERNANDES, G. R. e VENTURINI, Wilson Sérgio. Plate bending boundary element formulation considering variable thickness. Engineering Analysis with Boundary Elements, v. 23, n. 5-6, p. 405-418, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(98)00097-6. Acesso em: 01 nov. 2024.
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      Chaves, E. W. V., Fernandes, G. R., & Venturini, W. S. (1999). Plate bending boundary element formulation considering variable thickness. Engineering Analysis with Boundary Elements, 23( 5-6), 405-418. doi:10.1016/s0955-7997(98)00097-6
    • NLM

      Chaves EWV, Fernandes GR, Venturini WS. Plate bending boundary element formulation considering variable thickness [Internet]. Engineering Analysis with Boundary Elements. 1999 ; 23( 5-6): 405-418.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0955-7997(98)00097-6
    • Vancouver

      Chaves EWV, Fernandes GR, Venturini WS. Plate bending boundary element formulation considering variable thickness [Internet]. Engineering Analysis with Boundary Elements. 1999 ; 23( 5-6): 405-418.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0955-7997(98)00097-6
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)

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      CODA, Humberto Breves e VENTURINI, Wilson Sérgio. On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis. International Journal of Solids and Structures, v. 36, n. 31, p. 4789-4804, 1999Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf. Acesso em: 01 nov. 2024.
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      Coda, H. B., & Venturini, W. S. (1999). On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis. International Journal of Solids and Structures, 36( 31), 4789-4804. Recuperado de https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf
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      Coda HB, Venturini WS. On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis [Internet]. International Journal of Solids and Structures. 1999 ; 36( 31): 4789-4804.[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf
    • Vancouver

      Coda HB, Venturini WS. On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis [Internet]. International Journal of Solids and Structures. 1999 ; 36( 31): 4789-4804.[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf
  • Source: Wear. Unidade: EP

    Subjects: AÇO, RESISTÊNCIA DOS MATERIAIS

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      CUPPARI, Márcio Gustavo Di Vernieri et al. Correlation between microstructure and cavitation-erosion resistance of high-chromium cast steel: preliminary results. Wear, v. 229, n. 1, p. 517-522, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0043-1648(98)00377-9. Acesso em: 01 nov. 2024.
    • APA

      Cuppari, M. G. D. V., Wischnowski, F., Tanaka, D. K., & Sinatora, A. (1999). Correlation between microstructure and cavitation-erosion resistance of high-chromium cast steel: preliminary results. Wear, 229( 1), 517-522. doi:10.1016/s0043-1648(98)00377-9
    • NLM

      Cuppari MGDV, Wischnowski F, Tanaka DK, Sinatora A. Correlation between microstructure and cavitation-erosion resistance of high-chromium cast steel: preliminary results [Internet]. Wear. 1999 ; 229( 1): 517-522.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0043-1648(98)00377-9
    • Vancouver

      Cuppari MGDV, Wischnowski F, Tanaka DK, Sinatora A. Correlation between microstructure and cavitation-erosion resistance of high-chromium cast steel: preliminary results [Internet]. Wear. 1999 ; 229( 1): 517-522.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0043-1648(98)00377-9
  • Source: Journal of Optimization Theory and Applications. Unidade: EP

    Assunto: SISTEMAS DE CONTROLE

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

      COSTA, Oswaldo Luiz do Valle e BOUKAS, E. K. Necessary and sufficient condition for robust stability and stabilizability of continuous - time linear systems with Markovian jumps. Journal of Optimization Theory and Applications, v. No 1998, n. 2, p. 359-370, 1998Tradução . . Disponível em: https://doi.org/10.1023/A:1021722210476. Acesso em: 01 nov. 2024.
    • APA

      Costa, O. L. do V., & Boukas, E. K. (1998). Necessary and sufficient condition for robust stability and stabilizability of continuous - time linear systems with Markovian jumps. Journal of Optimization Theory and Applications, No 1998( 2), 359-370. doi:10.1023/A:1021722210476
    • NLM

      Costa OL do V, Boukas EK. Necessary and sufficient condition for robust stability and stabilizability of continuous - time linear systems with Markovian jumps [Internet]. Journal of Optimization Theory and Applications. 1998 ; No 1998( 2): 359-370.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1023/A:1021722210476
    • Vancouver

      Costa OL do V, Boukas EK. Necessary and sufficient condition for robust stability and stabilizability of continuous - time linear systems with Markovian jumps [Internet]. Journal of Optimization Theory and Applications. 1998 ; No 1998( 2): 359-370.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1023/A:1021722210476

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