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Artigo de periodico
Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles (2023)
Ferraz, Amauri Coelho ; Pacheco, Lucas Agatti ; Carrion, Ronaldo ; Mesquita, Euclides
Source: Latin American Journal of Solids and Structures. Unidade: EP
Subjects: DINÂMICA, MECÂNICA DOS SOLOS
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ABNT
FERRAZ, Amauri Coelho et al. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures, v. 20, n. 6, 2023Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/69bf0fe4-0da3-49f1-8229-4115d429c35d/CARRION-2023-3164348-Coupling_modal_analysis.pdf. Acesso em: 01 dez. 2025.
APA
Ferraz, A. C., Pacheco, L. A., Carrion, R., & Mesquita, E. (2023). Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures, 20( 6). doi:10.1590/1679-78257571
NLM
Ferraz AC, Pacheco LA, Carrion R, Mesquita E. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6):[citado 2025 dez. 01 ] Available from: https://repositorio.usp.br/directbitstream/69bf0fe4-0da3-49f1-8229-4115d429c35d/CARRION-2023-3164348-Coupling_modal_analysis.pdf
Vancouver
Ferraz AC, Pacheco LA, Carrion R, Mesquita E. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6):[citado 2025 dez. 01 ] Available from: https://repositorio.usp.br/directbitstream/69bf0fe4-0da3-49f1-8229-4115d429c35d/CARRION-2023-3164348-Coupling_modal_analysis.pdf
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
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 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: 01 dez. 2025.
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 2025 dez. 01 ] 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 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78256050
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
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 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: 01 dez. 2025.
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 2025 dez. 01 ] 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 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78255310
Artigo de periodico
A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM) (2018)
Angelo, Marcus Vinícius; Ribeiro, Marcelo Leite ; Tita, Volnei
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 e RIBEIRO, Marcelo Leite e 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, v. 15, n. 11 (thematic section), p. 1-14, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254301. Acesso em: 01 dez. 2025.
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.[citado 2025 dez. 01 ] Available from: https://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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78254301
Artigo de periodico
Structural health monitoring of sandwich structures based on dynamic analysis (2018)
Marques, Denys Eduardo Teixeira; Flor, Felipe Rendeiro; Medeiros, Ricardo de; Pagani Júnior, Carlos do Carmo; Tita, Volnei
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 et al. Structural health monitoring of sandwich structures based on dynamic analysis. Latin American Journal of Solids and Structures, v. 15, n. 11, p. 1-22, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254309. Acesso em: 01 dez. 2025.
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 DET, 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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78254309
Vancouver
Marques DET, 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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78254309
Artigo de periodico
Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load (2015)
Rodrigues, Eduardo Alexandre ; Manzoli, Osvaldo Luis ; Bitencourt Júnior, Luís Antônio Guimarães ; Prazeres, Plínio Glauber Carvalho dos ; Bittencourt, Túlio Nogueira
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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ABNT
RODRIGUES, Eduardo Alexandre et al. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures, v. 12, n. 3, p. 520-541, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251224. Acesso em: 01 dez. 2025.
APA
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 [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 520-541.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78251224
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 [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 520-541.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78251224
Artigo de periodico
A benchmark study on intelligent sampling techniques in Monte Carlo simulation (2015)
Santos, Ketson Roberto Maximiano dos; Beck, André Teófilo
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), MÉTODO DE MONTE CARLO, BENCHMARKING (ESTUDO)
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ABNT
SANTOS, Ketson Roberto Maximiano dos e BECK, André Teófilo. A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, v. 12, n. 4, p. 624-648, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251245. Acesso em: 01 dez. 2025.
APA
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78251245
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78251245
Artigo de periodico
Fiber-matrix contact stress analysis for elastic 2D composite solids (2015)
Paccola, Rodrigo Ribeiro ; Sampaio, Maria do Socorro Martins; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
PACCOLA, Rodrigo Ribeiro e SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves. Fiber-matrix contact stress analysis for elastic 2D composite solids. Latin American Journal of Solids and Structures, v. 12, n. 3, p. 583-611, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251282. Acesso em: 01 dez. 2025.
APA
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78251282
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/1679-78251282
Artigo de periodico
Sliding frame-solid interaction using BEM/FEM coupling (2014)
Rocha, Fabio Carlos da; Venturini, Wilson Sérgio; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
ROCHA, Fabio Carlos da e VENTURINI, Wilson Sérgio e CODA, Humberto Breves. Sliding frame-solid interaction using BEM/FEM coupling. Latin American Journal of Solids and Structures, v. 11, n. 8, p. 1376-1399, 2014Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252014000800006. Acesso em: 01 dez. 2025.
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252014000800006
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252014000800006
Artigo de periodico
Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM (2014)
Reis, Marcelo Campos Junqueira; Coda, Humberto Breves
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 e 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, v. 11, n. 7, p. 1163-1189, 2014Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252014000700006. Acesso em: 01 dez. 2025.
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252014000700006
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252014000700006
Artigo de periodico
Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms (2013)
Nogueira, Caio Gorla; Venturini, Wilson Sérgio; Coda, Humberto Breves
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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ABNT
NOGUEIRA, Caio Gorla e VENTURINI, Wilson Sérgio e 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, v. 10, n. 5, p. 953-980, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000500006. Acesso em: 01 dez. 2025.
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000500006
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.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000500006
Artigo de periodico
A shell finite element formulation to analyze highly deformable rubber-like materials (2013)
Pascon, João Paulo; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, BORRACHA, HOMOGENEIZAÇÃO
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ABNT
PASCON, João Paulo e CODA, Humberto Breves. A shell finite element formulation to analyze highly deformable rubber-like materials. Latin American Journal of Solids and Structures, v. 10, n. 6, p. 1177-1209, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000600006. Acesso em: 01 dez. 2025.
APA
Pascon, J. P., & Coda, H. B. (2013). A shell finite element formulation to analyze highly deformable rubber-like materials. Latin American Journal of Solids and Structures, 10( 6), 1177-1209. doi:10.1590/s1679-78252013000600006
NLM
Pascon JP, Coda HB. A shell finite element formulation to analyze highly deformable rubber-like materials [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 6): 1177-1209.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000600006
Vancouver
Pascon JP, Coda HB. A shell finite element formulation to analyze highly deformable rubber-like materials [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 6): 1177-1209.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000600006
Artigo de periodico
New design chart for basic wind speeds in Brazil (2013)
Beck, André Teófilo ; Correa, Marcio Roberto Silva
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, VENTO (PROJETO)
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ABNT
BECK, André Teófilo e CORREA, Marcio Roberto Silva. New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, v. 10, n. 4, p. 707-723, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000400003. Acesso em: 01 dez. 2025.
APA
Beck, A. T., & Correa, 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, Correa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
Vancouver
Beck AT, Correa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
Artigo de periodico
An object-oriented class design for the generalized finite element method programming (2013)
Piedade Neto, Dorival; Ferreira, Manoel Dênis Costa; Proença, Sérgio Persival Baroncini
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PYTHON, MULTIPROGRAMAÇÃO E MULTIPROCESSAMENTO
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ABNT
PIEDADE NETO, Dorival e FERREIRA, Manoel Dênis Costa e PROENÇA, Sérgio Persival Baroncini. An object-oriented class design for the generalized finite element method programming. Latin American Journal of Solids and Structures, v. No 2013, n. 6, p. 1267-1291, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000600010. Acesso em: 01 dez. 2025.
APA
Piedade Neto, D., Ferreira, M. D. C., & Proença, S. P. B. (2013). An object-oriented class design for the generalized finite element method programming. Latin American Journal of Solids and Structures, No 2013( 6), 1267-1291. doi:10.1590/s1679-78252013000600010
NLM
Piedade Neto D, Ferreira MDC, Proença SPB. An object-oriented class design for the generalized finite element method programming [Internet]. Latin American Journal of Solids and Structures. 2013 ; No 2013( 6): 1267-1291.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
Vancouver
Piedade Neto D, Ferreira MDC, Proença SPB. An object-oriented class design for the generalized finite element method programming [Internet]. Latin American Journal of Solids and Structures. 2013 ; No 2013( 6): 1267-1291.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
Artigo de periodico
Numerical combination for nonlinear analysis of structures coupled to layered soils (2012)
Silva, Wagner Queiroz; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, INTERAÇÃO SOLO-ESTRUTURA
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ABNT
SILVA, Wagner Queiroz e CODA, Humberto Breves. Numerical combination for nonlinear analysis of structures coupled to layered soils. Latin American Journal of Solids and Structures, v. 9, n. 2, p. 235-257, 2012Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252012000200004. Acesso em: 01 dez. 2025.
APA
Silva, W. Q., & Coda, H. B. (2012). Numerical combination for nonlinear analysis of structures coupled to layered soils. Latin American Journal of Solids and Structures, 9( 2), 235-257. doi:10.1590/s1679-78252012000200004
NLM
Silva WQ, Coda HB. Numerical combination for nonlinear analysis of structures coupled to layered soils [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 235-257.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
Vancouver
Silva WQ, Coda HB. Numerical combination for nonlinear analysis of structures coupled to layered soils [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 235-257.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
Artigo de periodico
Numerical simulation of anisotropic polymeric foams (2012)
Tita, Volnei ; Caliri Júnior, Mauricio Francisco
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: POLÍMEROS (MATERIAIS), ESTRUTURA DE AERONAVES, MATERIAIS (MODELOS)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TITA, Volnei e CALIRI JÚNIOR, Mauricio Francisco. Numerical simulation of anisotropic polymeric foams. Latin American Journal of Solids and Structures, v. 9, n. 2, p. 259-279, 2012Tradução . . Disponível em: https://doi.org/10.1590/S1679-78252012000200005. Acesso em: 01 dez. 2025.
APA
Tita, V., & Caliri Júnior, M. F. (2012). Numerical simulation of anisotropic polymeric foams. Latin American Journal of Solids and Structures, 9( 2), 259-279. doi:10.1590/S1679-78252012000200005
NLM
Tita V, Caliri Júnior MF. Numerical simulation of anisotropic polymeric foams [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 259-279.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/S1679-78252012000200005
Vancouver
Tita V, Caliri Júnior MF. Numerical simulation of anisotropic polymeric foams [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 259-279.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1590/S1679-78252012000200005
Artigo de periodico
Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs (2010)
Calle Gonzales, Miguel Angel; Benítez Barrios, Daniel; Lima, Nelson Batista de ; Gonçalves, Edison
Source: Latin American Journal of Solids and Structures. Unidade: EP
Assunto: PROCESSOS ESTOCÁSTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CALLE GONZALES, Miguel Angel et al. Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs. Latin American Journal of Solids and Structures, v. 7, n. 1, p. 21-40, 2010Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf. Acesso em: 01 dez. 2025.
APA
Calle Gonzales, M. A., Benítez Barrios, D., Lima, N. B. de, & Gonçalves, E. (2010). Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs. Latin American Journal of Solids and Structures, 7( 1), 21-40. Recuperado de https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf
NLM
Calle Gonzales MA, Benítez Barrios D, Lima NB de, Gonçalves E. Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs [Internet]. Latin American Journal of Solids and Structures. 2010 ; 7( 1): 21-40.[citado 2025 dez. 01 ] Available from: https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf
Vancouver
Calle Gonzales MA, Benítez Barrios D, Lima NB de, Gonçalves E. Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs [Internet]. Latin American Journal of Solids and Structures. 2010 ; 7( 1): 21-40.[citado 2025 dez. 01 ] Available from: https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf
Artigo de periodico
Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme (2009)
Silva Júnior, Cláudio Roberto Ávila da; Beck, André Teófilo ; Rosa, Edison da
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Assunto: PROCESSOS ESTOCÁSTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA JÚNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo e ROSA, Edison da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, v. 6, n. 1, p. 51-72, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159. Acesso em: 01 dez. 2025.
APA
Silva Júnior, C. R. Á. da, Beck, A. T., & Rosa, E. da. (2009). Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, 6( 1), 51-72. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
NLM
Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2025 dez. 01 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
Vancouver
Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2025 dez. 01 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
Artigo de periodico
Two dimensional analysis of inflatable structures by the positional FEM (2009)
Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves. Two dimensional analysis of inflatable structures by the positional FEM. Latin American Journal of Solids and Structures, v. 6, n. 3, p. 187-212, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190. Acesso em: 01 dez. 2025.
APA
Coda, H. B. (2009). Two dimensional analysis of inflatable structures by the positional FEM. Latin American Journal of Solids and Structures, 6( 3), 187-212. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190
NLM
Coda HB. Two dimensional analysis of inflatable structures by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 3): 187-212.[citado 2025 dez. 01 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190
Vancouver
Coda HB. Two dimensional analysis of inflatable structures by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 3): 187-212.[citado 2025 dez. 01 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190
Artigo de periodico
Risk optimization of a steel frame communications tower subject to tornado winds (2008)
Beck, André Teófilo ; Verzenhassi, Camila Cardozo
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), SEGURANÇA ESTRUTURAL, OTIMIZAÇÃO ESTOCÁSTICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e VERZENHASSI, Camila Cardozo. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures, v. 5, n. 3, p. Se 2008, 2008Tradução . . Acesso em: 01 dez. 2025.
APA
Beck, A. T., & Verzenhassi, C. C. (2008). Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures, 5( 3), Se 2008.
NLM
Beck AT, Verzenhassi CC. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2025 dez. 01 ]
Vancouver
Beck AT, Verzenhassi CC. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2025 dez. 01 ]

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