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Artigo de periodico
Optimal design of non-linear truss structures considering progressive collapse (2024)
Felipe, Túlio Raunyr Cândido; Beck, André Teófilo
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: TRELIÇAS, ESTRUTURAS, ESTRUTURAS
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ABNT
FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Optimal design of non-linear truss structures considering progressive collapse. Latin American Journal of Solids and Structures, v. 21, n. 7, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257812. Acesso em: 04 nov. 2024.
APA
Felipe, T. R. C., & Beck, A. T. (2024). Optimal design of non-linear truss structures considering progressive collapse. Latin American Journal of Solids and Structures, 21( 7), 1-15. doi:10.1590/1679-78257812
NLM
Felipe TRC, Beck AT. Optimal design of non-linear truss structures considering progressive collapse [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 7): 1-15.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78257812
Vancouver
Felipe TRC, Beck AT. Optimal design of non-linear truss structures considering progressive collapse [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 7): 1-15.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78257812
Artigo de periodico
A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach (2023)
Santana, Pedro Bührer; Gomes, Herbert Martins; Ferreira, António Mendes; Tita, Volnei
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
SANTANA, Pedro Bührer et al. A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach. Latin American Journal of Solids and Structures, v. 20, n. 6, p. 1-16, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257577. Acesso em: 04 nov. 2024.
APA
Santana, P. B., Gomes, H. M., Ferreira, A. M., & Tita, V. (2023). A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach. Latin American Journal of Solids and Structures, 20( 6), 1-16. doi:10.1590/1679-78257577
NLM
Santana PB, Gomes HM, Ferreira AM, Tita V. A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6): 1-16.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78257577
Vancouver
Santana PB, Gomes HM, Ferreira AM, Tita V. A multiobjective optimization framework for strength and stress concentration in variable axial composite shells: a metaheuristic approach [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6): 1-16.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78257577
Artigo de periodico
Reliability-based design of reinforced concrete pipes to satisfy the TEBT (2023)
Sousa, Alex Micael Dantas de ; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: TUBOS, ESTRUTURAS DE CONCRETO ARMADO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de e PRADO, Lisiane Pereira e EL DEBS, Mounir Khalil. Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, v. 20, n. 7, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257510. Acesso em: 04 nov. 2024.
APA
Sousa, A. M. D. de, Prado, L. P., & El Debs, M. K. (2023). Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, 20( 7), 1-20. doi:10.1590/1679-78257510
NLM
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78257510
Vancouver
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78257510
Artigo de periodico
Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge (2022)
Parra Benítez, José Miguel; Benjumea, José M; Haach, Vladimir Guilherme
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, PONTES, VIGAS PRÉ-MOLDADAS, ESTRUTURAS
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ABNT
PARRA BENÍTEZ, José Miguel e BENJUMEA, José M e HAACH, Vladimir Guilherme. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge. Latin American Journal of Solids and Structures, v. 19, n. 5, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257120. Acesso em: 04 nov. 2024.
APA
Parra Benítez, J. M., Benjumea, J. M., & Haach, V. G. (2022). Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge. Latin American Journal of Solids and Structures, 19( 5), 1-14. doi:10.1590/1679-78257120
NLM
Parra Benítez JM, Benjumea JM, Haach VG. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 5): 1-14.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78257120
Vancouver
Parra Benítez JM, Benjumea JM, Haach VG. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 5): 1-14.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78257120
Artigo de periodico
Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM (2022)
Siqueira, Tiago Morkis; Morantes Rodríguez, Edwin Alexander; Coda, Humberto Breves
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ELEMENTOS ESTRUTURAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SIQUEIRA, Tiago Morkis e MORANTES RODRÍGUEZ, Edwin Alexander e CODA, Humberto Breves. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, v. 19, n. 7, p. 1-31, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257295. Acesso em: 04 nov. 2024.
APA
Siqueira, T. M., Morantes Rodríguez, E. A., & Coda, H. B. (2022). Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, 19( 7), 1-31. doi:10.1590/1679-78257295
NLM
Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78257295
Vancouver
Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78257295
Artigo de periodico
Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids (2022)
Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
KISHINO, Renato Takeo et al. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, v. 19, n. 4, p. 1-37, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257010. Acesso em: 04 nov. 2024.
APA
Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2022). Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, 19( 4), 1-37. doi:10.1590/1679-78257010
NLM
Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78257010
Vancouver
Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78257010
Artigo de periodico
A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach (2021)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS
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ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 04 nov. 2024.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253
NLM
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256253
Vancouver
Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256253
Artigo de periodico
An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation (2021)
Coda, Humberto Breves
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: 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, v. 18, n. 6, p. 1-26, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256568. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256568
Artigo de periodico
Modeling particles elements in damaged reinforced concrete structures (2021)
Ramos, Éverton Souza; Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS
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ABNT
RAMOS, Éverton Souza e CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro. Modeling particles elements in damaged reinforced concrete structures. Latin American Journal of Solids and Structures, v. 18, n. 1, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256251. Acesso em: 04 nov. 2024.
APA
Ramos, É. S., Carrazedo, R., & Paccola, R. R. (2021). Modeling particles elements in damaged reinforced concrete structures. Latin American Journal of Solids and Structures, 18( 1), 1-24. doi:10.1590/1679-78256251
NLM
Ramos ÉS, Carrazedo R, Paccola RR. Modeling particles elements in damaged reinforced concrete structures [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 1): 1-24.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256251
Vancouver
Ramos ÉS, Carrazedo R, Paccola RR. Modeling particles elements in damaged reinforced concrete structures [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 1): 1-24.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256251
Artigo de periodico
The stress intensity factor assessment inthree-dimensional problems by the displacement fitting technique and the dual Boundary Element Method (2020)
Cordeiro, Sérgio Gustavo Ferreira; Leonel, Edson Denner ; Monteiro, Francisco Alex Correia
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, FRATURA DAS ESTRUTURAS, DESLOCAMENTO (GEOLOGIA ESTRUTURAL), ESTRUTURAS
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ABNT
CORDEIRO, Sérgio Gustavo Ferreira e LEONEL, Edson Denner e 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, v. 17, n. 8 (Thematic Section), p. 1-20, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78256002. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256002
Artigo de periodico
Analysis of boundary layer influence on effective shear modulus of 3- 1 longitudinally porous elastic solid (2020)
Aguiar, Adair Roberto ; Prado, Edmar Borges Theóphilo; Silva, Uziel Paulo da
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, HOMOGENEIZAÇÃO, ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e PRADO, Edmar Borges Theóphilo e 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, v. 17, n. 8 (Thematic Section), p. 1-19, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255960. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255960
Artigo de periodico
Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method (2020)
Pellizzer, Giovanni Pais; Kroetz, Henrique Machado ; Leonel, Edson Denner ; Beck, André Teófilo
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS DE CONTORNO, CORROSÃO, ESTRUTURAS
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ABNT
PELLIZZER, Giovanni Pais et al. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, v. 17, n. 8, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255885. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255885
Artigo de periodico
Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges (2020)
Coda, Humberto Breves ; Silva, Adriana Patrícia de Oliveira; Paccola, Rodrigo Ribeiro
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, TERREMOTOS, PONTES PÊNSEIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e SILVA, Adriana Patrícia de Oliveira e 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, v. 17, n. 3, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255818. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255818
Artigo de periodico
Reliability-based calibration of main Brazilian structural design codes (2020)
Santiago, Wagner Carvalho; Kroetz, Henrique Machado ; Santos, Sergio Hampshire de Carvalho; Stucchi, Fernando Rebouças ; Beck, André Teófilo
Fonte: Latin American Journal of Solids and Structures. Unidades: EESC, EP
Assuntos: ESTRUTURAS DE AÇO, ESTRUTURAS DE CONCRETO, REABILITAÇÃO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTIAGO, Wagner Carvalho et al. Reliability-based calibration of main Brazilian structural design codes. Latin American Journal of Solids and Structures, v. 17, n. 1, p. 1-28, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255754. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255754
Artigo de periodico
Collapse of I-section tapered beam-columns in medium-span steel frames: finite element model validation and parameters influence evaluation (2020)
Massaroppi Júnior, Ernesto ; Zampaolo, Tiago César; Abambres, Miguel; Ribeiro, Tiago Pinto
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE AÇO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MASSAROPPI JÚNIOR, Ernesto et al. 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, v. No 2020, n. 8, p. 1-33, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78256050. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256050
Artigo de periodico
Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load (2020)
Ribeiro, Paulo de Oliveira; Gidrão, Gustavo de Miranda Saleme; Vareda, Luiz Vicente; Carrazedo, Ricardo ; Malite, Maximiliano
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: VIGAS, ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Paulo de Oliveira et al. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, v. 17, n. 3, p. 1-20, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255880. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255880
Artigo de periodico
Finite element solution of wave equation with reduction of the velocity dispersion and spurious reflection (2020)
Laier, José Elias
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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, v. 17, n. 8, p. 1-10, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78256221. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78256221
Artigo de periodico
Modular modeling approach for FDM printed structures and piezo disks for metamaterial design (2019)
Rodrigues, Gabriel Konda ; Silva, Maíra Martins da ; Oliveira, Leopoldo Pisanelli Rodrigues de
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: MATERIAIS, PROCESSOS DE FABRICAÇÃO (ENGENHARIA MECÂNICA), MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RODRIGUES, Gabriel Konda e SILVA, Maíra Martins da e 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, v. 16, n. 7, p. 1-14, 2019Tradução . . Disponível em: https://doi.org/10.1590/1679-78255310. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255310
Artigo de periodico
Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions (2019)
Santos, Danilo Pereira dos; Fernandes Neto, José Anchiêta Damasceno; Reginato, L.; Carrazedo, Ricardo
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Danilo Pereira dos et al. Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions. Latin American Journal of Solids and Structures, v. 16, n. 7, p. 1-19, 2019Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78255633. Acesso em: 04 nov. 2024.
APA
Santos, D. P. dos, Fernandes Neto, J. A. D., Reginato, L., & Carrazedo, R. (2019). Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions. Latin American Journal of Solids and Structures, 16( 7), 1-19. doi:10.1590/1679-78255633
NLM
Santos DP dos, Fernandes Neto JAD, Reginato L, Carrazedo R. Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 7): 1-19.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78255633
Vancouver
Santos DP dos, Fernandes Neto JAD, Reginato L, Carrazedo R. Optimized design of RC deep beams based on performance metrics applied to strut and tie model and in-plane stress conditions [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 7): 1-19.[citado 2024 nov. 04 ] Available from: http://dx.doi.org/10.1590/1679-78255633
Artigo de periodico
Leakage resistance envelopes of API 8 round casing connections using FE analysis (2019)
Mantilla Uribe, Juan Camilo; Carrazedo, Ricardo; Beck, André Teófilo
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: REVESTIMENTOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MANTILLA URIBE, Juan Camilo e CARRAZEDO, Ricardo e BECK, André Teófilo. Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, v. 16, n. 3, p. 1-16, 2019Tradução . . Disponível em: https://doi.org/10.1590/1679-78255350. Acesso em: 04 nov. 2024.
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.[citado 2024 nov. 04 ] Available from: https://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.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1590/1679-78255350

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