Filtros : "Latin American Journal of Solids and Structures" Limpar

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

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

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      RODRIGUES, Eduardo Alexandre; MANZOLI, Osvaldo Luis; BITENCOURT JÚNIOR, Luís Antônio Guimarães; PRAZERES, Plínio Glauber Carvalho dos; BITTENCOURT, Túlio Nogueira. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures, São Paulo, v. 12, n. 3, p. 520-541, 2015. DOI: 10.1590/1679-78251224.
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      Rodrigues, E. A., Manzoli, O. L., Bitencourt Júnior, L. A. G., Prazeres, P. G. C. dos, & Bittencourt, T. N. (2015). Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures, 12( 3), 520-541. doi:10.1590/1679-78251224
    • NLM

      Rodrigues EA, Manzoli OL, Bitencourt Júnior LAG, Prazeres PGC dos, Bittencourt TN. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 520-541.
    • Vancouver

      Rodrigues EA, Manzoli OL, Bitencourt Júnior LAG, Prazeres PGC dos, Bittencourt TN. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 520-541.
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), MÉTODO DE MONTE CARLO, BENCHMARKING (ESTUDO)

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      SANTOS, Ketson Roberto Maximiano dos; BECK, André Teófilo. A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, Recife, PE, v. 12, n. 4, p. 624-648, 2015. Disponível em: < http://www.lajss.org/index.php/LAJSS/article/view/1245 > DOI: 10.1590/1679-78251245.
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      Santos, K. R. M. dos, & Beck, A. T. (2015). A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, 12( 4), 624-648. doi:10.1590/1679-78251245
    • NLM

      Santos KRM dos, Beck AT. A benchmark study on intelligent sampling techniques in Monte Carlo simulation [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 4): 624-648.Available from: http://www.lajss.org/index.php/LAJSS/article/view/1245
    • Vancouver

      Santos KRM dos, Beck AT. A benchmark study on intelligent sampling techniques in Monte Carlo simulation [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 4): 624-648.Available from: http://www.lajss.org/index.php/LAJSS/article/view/1245
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      PACCOLA, Rodrigo Ribeiro; SAMPAIO, Maria do Socorro Martins; CODA, Humberto Breves. Fiber-matrix contact stress analysis for elastic 2D composite solids. Latin American Journal of Solids and Structures, Recife, PE, v. 12, n. 3, p. 583-611, 2015. Disponível em: < http://www.lajss.org/index.php/LAJSS/article/view/1282 > DOI: 10.1590/1679-78251282.
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      Paccola, R. R., Sampaio, M. do S. M., & Coda, H. B. (2015). Fiber-matrix contact stress analysis for elastic 2D composite solids. Latin American Journal of Solids and Structures, 12( 3), 583-611. doi:10.1590/1679-78251282
    • NLM

      Paccola RR, Sampaio M do SM, Coda HB. Fiber-matrix contact stress analysis for elastic 2D composite solids [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 583-611.Available from: http://www.lajss.org/index.php/LAJSS/article/view/1282
    • Vancouver

      Paccola RR, Sampaio M do SM, Coda HB. Fiber-matrix contact stress analysis for elastic 2D composite solids [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 583-611.Available from: http://www.lajss.org/index.php/LAJSS/article/view/1282
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO

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      ROCHA, Fabio Carlos da; VENTURINI, Wilson Sérgio; CODA, Humberto Breves. Sliding frame-solid interaction using BEM/FEM coupling. Latin American Journal of Solids and Structures, Recife, v. 11, n. 8, p. 1376-1399, 2014. Disponível em: < http://www.lajss.org/index.php/LAJSS/article/view/970 > DOI: 10.1590/s1679-78252014000800006.
    • APA

      Rocha, F. C. da, Venturini, W. S., & Coda, H. B. (2014). Sliding frame-solid interaction using BEM/FEM coupling. Latin American Journal of Solids and Structures, 11( 8), 1376-1399. doi:10.1590/s1679-78252014000800006
    • NLM

      Rocha FC da, Venturini WS, Coda HB. Sliding frame-solid interaction using BEM/FEM coupling [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 8): 1376-1399.Available from: http://www.lajss.org/index.php/LAJSS/article/view/970
    • Vancouver

      Rocha FC da, Venturini WS, Coda HB. Sliding frame-solid interaction using BEM/FEM coupling [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 8): 1376-1399.Available from: http://www.lajss.org/index.php/LAJSS/article/view/970
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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    • ABNT

      REIS, Marcelo Campos Junqueira; CODA, Humberto Breves. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM. Latin American Journal of Solids and Structures, Recife, v. 11, n. 7, p. 1163-1189, 2014. Disponível em: < http://www.lajss.org/index.php/LAJSS/article/view/908 > DOI: 10.1590/s1679-78252014000700006.
    • APA

      Reis, M. C. J., & Coda, H. B. (2014). Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM. Latin American Journal of Solids and Structures, 11( 7), 1163-1189. doi:10.1590/s1679-78252014000700006
    • NLM

      Reis MCJ, Coda HB. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 7): 1163-1189.Available from: http://www.lajss.org/index.php/LAJSS/article/view/908
    • Vancouver

      Reis MCJ, Coda HB. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 7): 1163-1189.Available from: http://www.lajss.org/index.php/LAJSS/article/view/908
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MECÂNICA DO DANO, PLASTICIDADE DAS ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS

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      NOGUEIRA, Caio Gorla; VENTURINI, Wilson Sérgio; CODA, Humberto Breves. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms. Latin American Journal of Solids and Structures, Recife, PE, v. 10, n. 5, p. 953-980, 2013. Disponível em: < http://www.lajss.org/index.php/LAJSS/article/view/607/516 > DOI: 10.1590/s1679-78252013000500006.
    • APA

      Nogueira, C. G., Venturini, W. S., & Coda, H. B. (2013). Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms. Latin American Journal of Solids and Structures, 10( 5), 953-980. doi:10.1590/s1679-78252013000500006
    • NLM

      Nogueira CG, Venturini WS, Coda HB. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 5): 953-980.Available from: http://www.lajss.org/index.php/LAJSS/article/view/607/516
    • Vancouver

      Nogueira CG, Venturini WS, Coda HB. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 5): 953-980.Available from: http://www.lajss.org/index.php/LAJSS/article/view/607/516
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, VENTO (PROJETO)

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    • ABNT

      BECK, André Teófilo; CORRÊA, Márcio Roberto Silva. New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, Recife, v. 10, n. 4, p. 707-723, 2013. Disponível em: < http://www.lajss.org/index.php/LAJSS/article/view/597 > DOI: 10.1590/s1679-78252013000400003.
    • APA

      Beck, A. T., & Corrêa, M. R. S. (2013). New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, 10( 4), 707-723. doi:10.1590/s1679-78252013000400003
    • NLM

      Beck AT, Corrêa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.Available from: http://www.lajss.org/index.php/LAJSS/article/view/597
    • Vancouver

      Beck AT, Corrêa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.Available from: http://www.lajss.org/index.php/LAJSS/article/view/597

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