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

    Subjects: PAINÉIS SANDWICH, ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      CODA, Humberto Breves. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, Recife, PE, ABMEC, v. 18, n. 6, p. 1-26, 2021. Disponível em: < http://dx.doi.org/10.1590/1679-78256568 > DOI: 10.1590/1679-78256568.
    • APA

      Coda, H. B. (2021). An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, 18( 6), 1-26. doi:10.1590/1679-78256568
    • NLM

      Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.Available from: http://dx.doi.org/10.1590/1679-78256568
    • Vancouver

      Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.Available from: http://dx.doi.org/10.1590/1679-78256568
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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    • ABNT

      AGUIAR, Adair Roberto; PRADO, Edmar Borges Theóphilo; SILVA, Uziel Paulo da. Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 8 (Thematic Section), p. 1-19, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78255960 > DOI: 10.1590/1679-78255960.
    • APA

      Aguiar, A. R., Prado, E. B. T., & Silva, U. P. da. (2020). Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid. Latin American Journal of Solids and Structures, 17( 8 (Thematic Section), 1-19. doi:10.1590/1679-78255960
    • NLM

      Aguiar AR, Prado EBT, Silva UP da. Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8 (Thematic Section): 1-19.Available from: http://dx.doi.org/10.1590/1679-78255960
    • Vancouver

      Aguiar AR, Prado EBT, Silva UP da. Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8 (Thematic Section): 1-19.Available from: http://dx.doi.org/10.1590/1679-78255960
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, FRATURA DAS ESTRUTURAS, DESLOCAMENTO (GEOLOGIA ESTRUTURAL), ESTRUTURAS

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    • ABNT

      CORDEIRO, Sérgio Gustavo Ferreira; LEONEL, Edson Denner; MONTEIRO, Francisco Alex Correia. The stress intensity factor assessment inthree-dimensional problems by the displacement fitting technique and the dual Boundary Element Method. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 8 (Thematic Section), p. 1-20, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78256002 > DOI: 10.1590/1679-78256002.
    • APA

      Cordeiro, S. G. F., Leonel, E. D., & Monteiro, F. A. C. (2020). The stress intensity factor assessment inthree-dimensional problems by the displacement fitting technique and the dual Boundary Element Method. Latin American Journal of Solids and Structures, 17( 8 (Thematic Section), 1-20. doi:10.1590/1679-78256002
    • NLM

      Cordeiro SGF, Leonel ED, Monteiro FAC. The stress intensity factor assessment inthree-dimensional problems by the displacement fitting technique and the dual Boundary Element Method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8 (Thematic Section): 1-20.Available from: http://dx.doi.org/10.1590/1679-78256002
    • Vancouver

      Cordeiro SGF, Leonel ED, Monteiro FAC. The stress intensity factor assessment inthree-dimensional problems by the displacement fitting technique and the dual Boundary Element Method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8 (Thematic Section): 1-20.Available from: http://dx.doi.org/10.1590/1679-78256002
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS DE CONTORNO, CORROSÃO, ESTRUTURAS

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    • ABNT

      PELLIZZER, Giovanni Pais; KROETZ, Henrique Machado; LEONEL, Edson Denner; BECK, André Teófilo. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 8, p. 1-17, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78255885 > DOI: 10.1590/1679-78255885.
    • APA

      Pellizzer, G. P., Kroetz, H. M., Leonel, E. D., & Beck, A. T. (2020). Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, 17( 8), 1-17. doi:10.1590/1679-78255885
    • NLM

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.Available from: http://dx.doi.org/10.1590/1679-78255885
    • Vancouver

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.Available from: http://dx.doi.org/10.1590/1679-78255885
  • Source: Latin American Journal of Solids and Structures. Unidades: EESC, EP

    Subjects: ESTRUTURAS DE AÇO, ESTRUTURAS DE CONCRETO, REABILITAÇÃO, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SANTIAGO, Wagner Carvalho; KROETZ, Henrique Machado; SANTOS, Sergio Hampshire de Carvalho; STUCCHI, Fernando Rebouças; BECK, André Teófilo. Reliability-based calibration of main Brazilian structural design codes. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 1, p. 1-28, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78255754 > DOI: 10.1590/1679-78255754.
    • APA

      Santiago, W. C., Kroetz, H. M., Santos, S. H. de C., Stucchi, F. R., & Beck, A. T. (2020). Reliability-based calibration of main Brazilian structural design codes. Latin American Journal of Solids and Structures, 17( 1), 1-28. doi:10.1590/1679-78255754
    • NLM

      Santiago WC, Kroetz HM, Santos SH de C, Stucchi FR, Beck AT. Reliability-based calibration of main Brazilian structural design codes [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 1): 1-28.Available from: http://dx.doi.org/10.1590/1679-78255754
    • Vancouver

      Santiago WC, Kroetz HM, Santos SH de C, Stucchi FR, Beck AT. Reliability-based calibration of main Brazilian structural design codes [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 1): 1-28.Available from: http://dx.doi.org/10.1590/1679-78255754
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, TERREMOTOS, PONTES PÊNSEIS, ESTRUTURAS

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    • ABNT

      CODA, Humberto Breves; SILVA, Adriana Patrícia de Oliveira; PACCOLA, Rodrigo Ribeiro. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 3, p. 1-30, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78255818 > DOI: 10.1590/1679-78255818.
    • APA

      Coda, H. B., Silva, A. P. de O., & Paccola, R. R. (2020). Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, 17( 3), 1-30. doi:10.1590/1679-78255818
    • NLM

      Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.Available from: http://dx.doi.org/10.1590/1679-78255818
    • Vancouver

      Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.Available from: http://dx.doi.org/10.1590/1679-78255818
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE AÇO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA

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    • ABNT

      MASSAROPPI JÚNIOR, Ernesto; ZAMPAOLO, Tiago César; ABAMBRES, Miguel; RIBEIRO, Tiago Pinto. Collapse of I-section tapered beam-columns in medium-span steel frames: finite element model validation and parameters influence evaluation. Latin American Journal of Solids and Structures, Recife, PE, v. No 2020, n. 8, p. 1-33, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78256050 > DOI: 10.1590/1679-78256050.
    • APA

      Massaroppi Júnior, E., Zampaolo, T. C., Abambres, M., & Ribeiro, T. P. (2020). Collapse of I-section tapered beam-columns in medium-span steel frames: finite element model validation and parameters influence evaluation. Latin American Journal of Solids and Structures, No 2020( 8), 1-33. doi:10.1590/1679-78256050
    • NLM

      Massaroppi Júnior E, Zampaolo TC, Abambres M, Ribeiro TP. Collapse of I-section tapered beam-columns in medium-span steel frames: finite element model validation and parameters influence evaluation [Internet]. Latin American Journal of Solids and Structures. 2020 ; No 2020( 8): 1-33.Available from: http://dx.doi.org/10.1590/1679-78256050
    • Vancouver

      Massaroppi Júnior E, Zampaolo TC, Abambres M, Ribeiro TP. Collapse of I-section tapered beam-columns in medium-span steel frames: finite element model validation and parameters influence evaluation [Internet]. Latin American Journal of Solids and Structures. 2020 ; No 2020( 8): 1-33.Available from: http://dx.doi.org/10.1590/1679-78256050
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: VIGAS, ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      RIBEIRO, Paulo de Oliveira; GIDRÃO, Gustavo de Miranda Saleme; VAREDA, Luiz Vicente; CARRAZEDO, Ricardo; MALITE, Maximiliano. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 3, p. 1-20, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78255880 > DOI: 10.1590/1679-78255880.
    • APA

      Ribeiro, P. de O., Gidrão, G. de M. S., Vareda, L. V., Carrazedo, R., & Malite, M. (2020). Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, 17( 3), 1-20. doi:10.1590/1679-78255880
    • NLM

      Ribeiro P de O, Gidrão G de MS, Vareda LV, Carrazedo R, Malite M. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-20.Available from: http://dx.doi.org/10.1590/1679-78255880
    • Vancouver

      Ribeiro P de O, Gidrão G de MS, Vareda LV, Carrazedo R, Malite M. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-20.Available from: http://dx.doi.org/10.1590/1679-78255880
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      LAIER, José Elias. Finite element solution of wave equation with reduction of the velocity dispersion and spurious reflection. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 8, p. 1-10, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78256221 > DOI: 10.1590/1679-78256221.
    • APA

      Laier, J. E. (2020). Finite element solution of wave equation with reduction of the velocity dispersion and spurious reflection. Latin American Journal of Solids and Structures, 17( 8), 1-10. doi:10.1590/1679-78256221
    • NLM

      Laier JE. Finite element solution of wave equation with reduction of the velocity dispersion and spurious reflection [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-10.Available from: http://dx.doi.org/10.1590/1679-78256221
    • Vancouver

      Laier JE. Finite element solution of wave equation with reduction of the velocity dispersion and spurious reflection [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-10.Available from: http://dx.doi.org/10.1590/1679-78256221
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MATERIAIS, PROCESSOS DE FABRICAÇÃO (ENGENHARIA MECÂNICA), MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA

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    • ABNT

      RODRIGUES, Gabriel Konda; SILVA, Maíra Martins da; OLIVEIRA, Leopoldo Pisanelli Rodrigues de. Modular modeling approach for FDM printed structures and piezo disks for metamaterial design. Latin American Journal of Solids and Structures, Recife, PE, v. 16, n. 7, p. 1-14, 2019. Disponível em: < http://dx.doi.org/10.1590/1679-78255310 > DOI: 10.1590/1679-78255310.
    • APA

      Rodrigues, G. K., Silva, M. M. da, & Oliveira, L. P. R. de. (2019). Modular modeling approach for FDM printed structures and piezo disks for metamaterial design. Latin American Journal of Solids and Structures, 16( 7), 1-14. doi:10.1590/1679-78255310
    • NLM

      Rodrigues GK, Silva MM da, Oliveira LPR de. Modular modeling approach for FDM printed structures and piezo disks for metamaterial design [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 7): 1-14.Available from: http://dx.doi.org/10.1590/1679-78255310
    • Vancouver

      Rodrigues GK, Silva MM da, Oliveira LPR de. Modular modeling approach for FDM printed structures and piezo disks for metamaterial design [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 7): 1-14.Available from: http://dx.doi.org/10.1590/1679-78255310
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: REVESTIMENTOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      MANTILLA URIBE, Juan Camilo; CARRAZEDO, Ricardo; BECK, André Teófilo. Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, Recife, PE, v. 16, n. 3, p. 1-16, 2019. Disponível em: < http://dx.doi.org/10.1590/1679-78255350 > DOI: 10.1590/1679-78255350.
    • APA

      Mantilla Uribe, J. C., Carrazedo, R., & Beck, A. T. (2019). Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, 16( 3), 1-16. doi:10.1590/1679-78255350
    • NLM

      Mantilla Uribe JC, Carrazedo R, Beck AT. Leakage resistance envelopes of API 8 round casing connections using FE analysis [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 3): 1-16.Available from: http://dx.doi.org/10.1590/1679-78255350
    • Vancouver

      Mantilla Uribe JC, Carrazedo R, Beck AT. Leakage resistance envelopes of API 8 round casing connections using FE analysis [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 3): 1-16.Available from: http://dx.doi.org/10.1590/1679-78255350
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS DE FREDHOLM, ESTRUTURAS

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    • ABNT

      AGUIAR, Adair Roberto; PATRIOTA, Tuulio V. Berbert; ROYER-CARFAGNI, Gianni; SEITENFUSS, Alan B. Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, Recife, PE, v. 15, n. 10 (thematic section), p. 1-14, 2018. Disponível em: < http://dx.doi.org/10.1590/1679-78254337 > DOI: 10.1590/1679-78254337.
    • APA

      Aguiar, A. R., Patriota, T. V. B., Royer-Carfagni, G., & Seitenfuss, A. B. (2018). Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, 15( 10 (thematic section), 1-14. doi:10.1590/1679-78254337
    • NLM

      Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.Available from: http://dx.doi.org/10.1590/1679-78254337
    • Vancouver

      Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.Available from: http://dx.doi.org/10.1590/1679-78254337
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ORTODONTIA, BIOMECÂNICA, ESTRUTURAS

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    • ABNT

      GARCÍA SÁNCHEZ, Jesus Antonio; CODA, Humberto Breves. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, Recife, PE, v. 15, n. 5, p. 1-18, 2018. Disponível em: < http://dx.doi.org/10.1590/1679-78254373 > DOI: 10.1590/1679-78254373.
    • APA

      García Sánchez, J. A., & Coda, H. B. (2018). The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, 15( 5), 1-18. doi:10.1590/1679-78254373
    • NLM

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.Available from: http://dx.doi.org/10.1590/1679-78254373
    • Vancouver

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.Available from: http://dx.doi.org/10.1590/1679-78254373
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, FALHA, ENGENHARIA AERONÁUTICA

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    • ABNT

      ANGELO, Marcus Vinícius; RIBEIRO, Marcelo Leite; TITA, Volnei. A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM). Latin American Journal of Solids and Structures, Recife, PE, v. 15, n. 11 (thematic section), p. 1-14, 2018. Disponível em: < http://dx.doi.org/10.1590/1679-78254301 > DOI: 10.1590/1679-78254301.
    • APA

      Angelo, M. V., Ribeiro, M. L., & Tita, V. (2018). A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM). Latin American Journal of Solids and Structures, 15( 11 (thematic section), 1-14. doi:10.1590/1679-78254301
    • NLM

      Angelo MV, Ribeiro ML, Tita V. A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM) [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11 (thematic section): 1-14.Available from: http://dx.doi.org/10.1590/1679-78254301
    • Vancouver

      Angelo MV, Ribeiro ML, Tita V. A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM) [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11 (thematic section): 1-14.Available from: http://dx.doi.org/10.1590/1679-78254301
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      SATO, Fernando Massami; PIEDADE NETO, Dorival; PROENÇA, Sérgio Persival Baroncini. Numerical experiments with the generalized finite element method based on a flat-top partition of unity. Latin American Journal of Solids and Structures, Recife, PE, v. 15, n. 11, p. e65 1-16, 2018. Disponível em: < http://dx.doi.org/10.1590/1679-78253112 > DOI: 10.1590/1679-78254222.
    • APA

      Sato, F. M., Piedade Neto, D., & Proença, S. P. B. (2018). Numerical experiments with the generalized finite element method based on a flat-top partition of unity. Latin American Journal of Solids and Structures, 15( 11), e65 1-16. doi:10.1590/1679-78254222
    • NLM

      Sato FM, Piedade Neto D, Proença SPB. Numerical experiments with the generalized finite element method based on a flat-top partition of unity [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): e65 1-16.Available from: http://dx.doi.org/10.1590/1679-78253112
    • Vancouver

      Sato FM, Piedade Neto D, Proença SPB. Numerical experiments with the generalized finite element method based on a flat-top partition of unity [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): e65 1-16.Available from: http://dx.doi.org/10.1590/1679-78253112
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA AERONÁUTICA

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    • ABNT

      MARQUES, ^Denys^Eduardo^Teixeira; FLOR, Felipe Rendeiro; MEDEIROS, Ricardo de; PAGANI JÚNIOR, Carlos do Carmo; TITA, Volnei. Structural health monitoring of sandwich structures based on dynamic analysis. Latin American Journal of Solids and Structures, Recife, PE, v. 15, n. 11, p. 1-22, 2018. Disponível em: < http://dx.doi.org/10.1590/1679-78254309 > DOI: 10.1590/1679-78254309.
    • APA

      Marques, ^D. ^E. ^T., Flor, F. R., Medeiros, R. de, Pagani Júnior, C. do C., & Tita, V. (2018). Structural health monitoring of sandwich structures based on dynamic analysis. Latin American Journal of Solids and Structures, 15( 11), 1-22. doi:10.1590/1679-78254309
    • NLM

      Marques ^D^E^T, Flor FR, Medeiros R de, Pagani Júnior C do C, Tita V. Structural health monitoring of sandwich structures based on dynamic analysis [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): 1-22.Available from: http://dx.doi.org/10.1590/1679-78254309
    • Vancouver

      Marques ^D^E^T, Flor FR, Medeiros R de, Pagani Júnior C do C, Tita V. Structural health monitoring of sandwich structures based on dynamic analysis [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): 1-22.Available from: http://dx.doi.org/10.1590/1679-78254309
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS

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    • ABNT

      SANCHES, Rodolfo André Kuche; CODA, Humberto Breves. Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis. Latin American Journal of Solids and Structures, Recife, PE, v. 14, n. Ja 2017, p. 52-71, 2017. Disponível em: < http://dx.doi.org/10.1590/1679-78253112 > DOI: 10.1590/1679-78253112.
    • APA

      Sanches, R. A. K., & Coda, H. B. (2017). Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis. Latin American Journal of Solids and Structures, 14( Ja 2017), 52-71. doi:10.1590/1679-78253112
    • NLM

      Sanches RAK, Coda HB. Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis [Internet]. Latin American Journal of Solids and Structures. 2017 ; 14( Ja 2017): 52-71.Available from: http://dx.doi.org/10.1590/1679-78253112
    • Vancouver

      Sanches RAK, Coda HB. Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis [Internet]. Latin American Journal of Solids and Structures. 2017 ; 14( Ja 2017): 52-71.Available from: http://dx.doi.org/10.1590/1679-78253112
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS

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      SIQUEIRA, Tiago Morkis; CODA, Humberto Breves. Development of sliding connections for structural analysis by a total lagrangian FEM formulation. Latin American Journal of Solids and Structures, Recife, PE, v. No 2016, n. 11, p. 2059-2087, 2016. Disponível em: < http://dx.doi.org/10.1590/1679-78252494 > DOI: 10.1590/1679-78252494.
    • APA

      Siqueira, T. M., & Coda, H. B. (2016). Development of sliding connections for structural analysis by a total lagrangian FEM formulation. Latin American Journal of Solids and Structures, No 2016( 11), 2059-2087. doi:10.1590/1679-78252494
    • NLM

      Siqueira TM, Coda HB. Development of sliding connections for structural analysis by a total lagrangian FEM formulation [Internet]. Latin American Journal of Solids and Structures. 2016 ; No 2016( 11): 2059-2087.Available from: http://dx.doi.org/10.1590/1679-78252494
    • Vancouver

      Siqueira TM, Coda HB. Development of sliding connections for structural analysis by a total lagrangian FEM formulation [Internet]. Latin American Journal of Solids and Structures. 2016 ; No 2016( 11): 2059-2087.Available from: http://dx.doi.org/10.1590/1679-78252494
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: REOLOGIA, VIBRAÇÕES, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      MADEIRA, Raphael Henrique; CODA, Humberto Breves. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control. Latin American Journal of Solids and Structures, Recife, PE, v. 13, n. Ja/May. 2016, p. 964-991, 2016. Disponível em: < http://dx.doi.org/10.1590/1679-78252624 > DOI: 10.1590/1679-78252624.
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      Madeira, R. H., & Coda, H. B. (2016). Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control. Latin American Journal of Solids and Structures, 13( Ja/May. 2016), 964-991. doi:10.1590/1679-78252624
    • NLM

      Madeira RH, Coda HB. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( Ja/May. 2016): 964-991.Available from: http://dx.doi.org/10.1590/1679-78252624
    • Vancouver

      Madeira RH, Coda HB. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( Ja/May. 2016): 964-991.Available from: http://dx.doi.org/10.1590/1679-78252624
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      COTTA, Igor Frederico Stoianov; PROENÇA, Sérgio Persival Baroncini. The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks. Latin American Journal of Solids and Structures, Recife, PE, v. 13, n. 14, p. 2573-2605, 2016. Disponível em: < http://dx.doi.org/10.1590/1679-78252859 > DOI: 10.1590/1679-78252859.
    • APA

      Cotta, I. F. S., & Proença, S. P. B. (2016). The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks. Latin American Journal of Solids and Structures, 13( 14), 2573-2605. doi:10.1590/1679-78252859
    • NLM

      Cotta IFS, Proença SPB. The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( 14): 2573-2605.Available from: http://dx.doi.org/10.1590/1679-78252859
    • Vancouver

      Cotta IFS, Proença SPB. The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( 14): 2573-2605.Available from: http://dx.doi.org/10.1590/1679-78252859

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