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Artigo de periodico
A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)
Costa, Luis Gustavo Lopes; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS
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ABNT
COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 15 nov. 2024.
APA
Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411
NLM
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Vancouver
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)
Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 15 nov. 2024.
APA
Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861
NLM
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Vancouver
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Artigo de periodico
Orthotropic elastic properties for UHPFRC based on two-phase model homogenization (2024)
Ribeiro, Paula O.; Carrazedo, Ricardo ; Oliveira, Caroline Oliveira e; Krahl, Pablo Augusto
Source: Construction and Building Materials. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, TENSÃO ESTRUTURAL, HOMOGENEIZAÇÃO, ESTRUTURAS
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ABNT
RIBEIRO, Paula O. et al. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, v. 440, p. 1-16, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304. Acesso em: 15 nov. 2024.
APA
Ribeiro, P. O., Carrazedo, R., Oliveira, C. O. e, & Krahl, P. A. (2024). Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, 440, 1-16. doi:10.1016/j.conbuildmat.2024.137304
NLM
Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
Vancouver
Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
Artigo de periodico
Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure (2024)
Torrico Siacara, Adrian ; Xiangfeng, Guo; Beck, André Teófilo
Source: Computers and Geotechnics. Unidades: EESC, EP
Subjects: ESTRUTURAS, FUNDAÇÕES (ENGENHARIA), ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian e XIANGFENG, Guo e BECK, André Teófilo. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, v. 175, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.compgeo.2024.106659. Acesso em: 15 nov. 2024.
APA
Torrico Siacara, A., Xiangfeng, G., & Beck, A. T. (2024). Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, 175. doi:10.1016/j.compgeo.2024.106659
NLM
Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659
Vancouver
Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659
Artigo de periodico
Reliability analysis of an earth dam under rainfall effects (2024)
Torrico Siacara, Adrian ; Napa-García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao
Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP
Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 15 nov. 2024.
APA
Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
NLM
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
Vancouver
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
Artigo de periodico
Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles (2024)
Silva, Luana Cristal Lirya; Lima, Felipe Oliveira; Araujo, Victor Almeida de ; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis ; Favarim, Higor Rogerio; Campos, Cristiane Inácio de
Source: Polymers. Unidade: EESC
Subjects: NANOPARTÍCULAS, PAINÉIS, PAINÉIS, DENSIDADE DA MADEIRA, ESTRUTURAS
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ABNT
SILVA, Luana Cristal Lirya et al. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles. Polymers, v. 16, n. 12, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.3390/polym16121652. Acesso em: 15 nov. 2024.
APA
Silva, L. C. L., Lima, F. O., Araujo, V. A. de, Santos, H. F. dos, Lahr, F. A. R., Christoforo, A. L., et al. (2024). Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles. Polymers, 16( 12), 1-15. doi:10.3390/polym16121652
NLM
Silva LCL, Lima FO, Araujo VA de, Santos HF dos, Lahr FAR, Christoforo AL, Favarim HR, Campos CI de. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles [Internet]. Polymers. 2024 ; 16( 12): 1-15.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.3390/polym16121652
Vancouver
Silva LCL, Lima FO, Araujo VA de, Santos HF dos, Lahr FAR, Christoforo AL, Favarim HR, Campos CI de. Influence of pressing temperatures on physical–mechanical properties of wood particleboards made with urea-formaldehyde adhesive containing Al2O3 and CuO nanoparticles [Internet]. Polymers. 2024 ; 16( 12): 1-15.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.3390/polym16121652
Artigo de periodico
Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design (2024)
Aquino, Vinicius Borges de Moura ; Lahr, Francisco Antonio Rocco ; Chahud, Eduardo; Rodrigues, Edson Fernando Castanheira ; Arroyo, Felipe Nascimento ; Christoforo, André Luis
Source: Acta Scientiarum: Technology. Unidade: EESC
Subjects: MADEIRA, DENSIDADE DA MADEIRA, MADEIRA, ESTRUTURAS
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ABNT
AQUINO, Vinicius Borges de Moura et al. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design. Acta Scientiarum: Technology, v. 46, p. 1-7, 2024Tradução . . Disponível em: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183. Acesso em: 15 nov. 2024.
APA
Aquino, V. B. de M., Lahr, F. A. R., Chahud, E., Rodrigues, E. F. C., Arroyo, F. N., & Christoforo, A. L. (2024). Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design. Acta Scientiarum: Technology, 46, 1-7. doi:10.4025/actascitechnol.v46i1.60183
NLM
Aquino VB de M, Lahr FAR, Chahud E, Rodrigues EFC, Arroyo FN, Christoforo AL. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design [Internet]. Acta Scientiarum: Technology. 2024 ; 46 1-7.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183
Vancouver
Aquino VB de M, Lahr FAR, Chahud E, Rodrigues EFC, Arroyo FN, Christoforo AL. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design [Internet]. Acta Scientiarum: Technology. 2024 ; 46 1-7.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183
Artigo de periodico
Yield criteria for voided materials with anisotropic matrix behavior (2024)
Ferreira, A. R.; Proença, Sérgio Persival Baroncini ; Benallal, Ahmed
Source: European Journal of Mechanics A : solids. Unidade: EESC
Subjects: MATERIAIS POROSOS, ESCOAMENTO, ESTRUTURAS
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ABNT
FERREIRA, A. R. e PROENÇA, Sérgio Persival Baroncini e BENALLAL, Ahmed. Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, v. 104, p. 1-18, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.euromechsol.2023.105079. Acesso em: 15 nov. 2024.
APA
Ferreira, A. R., Proença, S. P. B., & Benallal, A. (2024). Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, 104, 1-18. doi:10.1016/j.euromechsol.2023.105079
NLM
Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079
Vancouver
Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079
Artigo de periodico
Impact of random field simulations on FEM-based earth slope reliability (2024)
Torrico Siacara, Adrian ; Beck, André Teófilo ; Ji, J.
Source: Geotechnical and Geological Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO, TALUDES, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian e BECK, André Teófilo e JI, J. Impact of random field simulations on FEM-based earth slope reliability. Geotechnical and Geological Engineering, p. 1-19, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s10706-024-02956-5. Acesso em: 15 nov. 2024.
APA
Torrico Siacara, A., Beck, A. T., & Ji, J. (2024). Impact of random field simulations on FEM-based earth slope reliability. Geotechnical and Geological Engineering, 1-19. doi:10.1007/s10706-024-02956-5
NLM
Torrico Siacara A, Beck AT, Ji J. Impact of random field simulations on FEM-based earth slope reliability [Internet]. Geotechnical and Geological Engineering. 2024 ; 1-19.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5
Vancouver
Torrico Siacara A, Beck AT, Ji J. Impact of random field simulations on FEM-based earth slope reliability [Internet]. Geotechnical and Geological Engineering. 2024 ; 1-19.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5
Artigo de periodico
Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model (2024)
Almeida, Luis Philipe Ribeiro; Atroshchenko, Elena; Leonel, Edson Denner
Source: Engineering Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, CONCRETO DE ALTA RESISTÊNCIA, ESTRUTURAS
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ABNT
ALMEIDA, Luis Philipe Ribeiro e ATROSHCHENKO, Elena e LEONEL, Edson Denner. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model. Engineering Structures, v. 322, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.119136. Acesso em: 15 nov. 2024.
APA
Almeida, L. P. R., Atroshchenko, E., & Leonel, E. D. (2024). Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model. Engineering Structures, 322, 1-21. doi:10.1016/j.engstruct.2024.119136
NLM
Almeida LPR, Atroshchenko E, Leonel ED. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model [Internet]. Engineering Structures. 2024 ; 322 1-21.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
Vancouver
Almeida LPR, Atroshchenko E, Leonel ED. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model [Internet]. Engineering Structures. 2024 ; 322 1-21.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
Artigo de periodico
Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution (2024)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Bosse, Rúbia Mara; Silvestro, Laura; Ribeiro, Rodrigo S.; Lima, Geannina Terezinha dos Santos; Carrazedo, Ricardo
Source: Buildings. Unidade: EESC
Subjects: DANOS MECÂNICOS, CONCRETO DE ALTA RESISTÊNCIA, ACÚSTICA, ESTRUTURAS
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ABNT
GIDRÃO, Gustavo de Miranda Saleme et al. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution. Buildings, v. 14, n. 8, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/buildings14082446. Acesso em: 15 nov. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., Bosse, R. M., Silvestro, L., Ribeiro, R. S., Lima, G. T. dos S., & Carrazedo, R. (2024). Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution. Buildings, 14( 8), 1-17. doi:10.3390/buildings14082446
NLM
Gidrão G de MS, Krahl PA, Bosse RM, Silvestro L, Ribeiro RS, Lima GT dos S, Carrazedo R. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution [Internet]. Buildings. 2024 ; 14( 8): 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.3390/buildings14082446
Vancouver
Gidrão G de MS, Krahl PA, Bosse RM, Silvestro L, Ribeiro RS, Lima GT dos S, Carrazedo R. Internal damping ratio of normal- and high-strength concrete considering mechanical damage evolution [Internet]. Buildings. 2024 ; 14( 8): 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.3390/buildings14082446
Artigo de periodico
Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods (2024)
Menezes, Isabella Silva; Ferreira, Tobias Ribeiro; Souza, Clara Gaspar Fossi de; Pratavieira, Rogério; Lahr, Francisco Antonio Rocco ; Freitas, Ludmila de; Santos, Herisson Ferreira dos; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: MADEIRA, CISALHAMENTO, ESTRUTURAS
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ABNT
MENEZES, Isabella Silva et al. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, v. 19, n. 4, p. 7408-7417, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.4.7408-7417. Acesso em: 15 nov. 2024.
APA
Menezes, I. S., Ferreira, T. R., Souza, C. G. F. de, Pratavieira, R., Lahr, F. A. R., Freitas, L. de, et al. (2024). Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, 19( 4), 7408-7417. doi:10.15376/biores.19.4.7408-7417
NLM
Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Vancouver
Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Artigo de periodico
Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques (2024)
Oliveira, Ramon Ferreira; Segundinho, Pedro Gutemberg de Alcântara; Silva, João Gabriel Missia da; Gonçalves, Fabricio Gomes; Lopes, Dercilio Junior Verly; Silva, Jeferson Pereira Martins; Lopes, Nayara Franzini; Mastela, Leonor da Cunha; Paes, Juarez Benigno; Souza, Clara Gaspar Fossi de; Lahr, Francisco Antonio Rocco ; Belumat, Maria Alice Romanha; Christoforo, André Luis ; Araujo, Caroline Palacio de
Source: Forests. Unidade: EESC
Subjects: MADEIRA, ENSAIOS NÃO DESTRUTIVOS, ESTRUTURAS
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ABNT
OLIVEIRA, Ramon Ferreira et al. Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques. Forests, v. 15, p. 1-16, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/f15091658. Acesso em: 15 nov. 2024.
APA
Oliveira, R. F., Segundinho, P. G. de A., Silva, J. G. M. da, Gonçalves, F. G., Lopes, D. J. V., Silva, J. P. M., et al. (2024). Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques. Forests, 15, 1-16. doi:10.3390/f15091658
NLM
Oliveira RF, Segundinho PG de A, Silva JGM da, Gonçalves FG, Lopes DJV, Silva JPM, Lopes NF, Mastela L da C, Paes JB, Souza CGF de, Lahr FAR, Belumat MAR, Christoforo AL, Araujo CP de. Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques [Internet]. Forests. 2024 ; 15 1-16.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.3390/f15091658
Vancouver
Oliveira RF, Segundinho PG de A, Silva JGM da, Gonçalves FG, Lopes DJV, Silva JPM, Lopes NF, Mastela L da C, Paes JB, Souza CGF de, Lahr FAR, Belumat MAR, Christoforo AL, Araujo CP de. Eucalyptus-based glued laminated timber: evaluation and prediction of its properties by non-destructive techniques [Internet]. Forests. 2024 ; 15 1-16.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.3390/f15091658
Artigo de periodico
Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling. International Journal for Numerical Methods in Engineering, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1002/nme.7535. Acesso em: 15 nov. 2024.
APA
Almeida, L. P. R., & Leonel, E. D. (2024). Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling. International Journal for Numerical Methods in Engineering, 1-40. doi:10.1002/nme.7535
NLM
Almeida LPR, Leonel ED. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling [Internet]. International Journal for Numerical Methods in Engineering. 2024 ; 1-40.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1002/nme.7535
Vancouver
Almeida LPR, Leonel ED. Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling [Internet]. International Journal for Numerical Methods in Engineering. 2024 ; 1-40.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1002/nme.7535
Artigo de periodico
Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin (2024)
Bispo, Rodrigo Andraus; Rodrigues, Felipe Reis; Cazella, Pedro Henrique da Silva; Silva, Sérgio Augusto Mello da; Aquino, Vinicius Borges de Moura ; Moreto, Jeferson Aparecido; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS DE FIBRAS, COCO, PAINÉIS, MAMONA, ESTRUTURAS
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ABNT
BISPO, Rodrigo Andraus et al. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin. BioResources, v. 19, n. 3, p. 6559-6568, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.3.6559-6568. Acesso em: 15 nov. 2024.
APA
Bispo, R. A., Rodrigues, F. R., Cazella, P. H. da S., Silva, S. A. M. da, Aquino, V. B. de M., Moreto, J. A., et al. (2024). Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin. BioResources, 19( 3), 6559-6568. doi:10.15376/biores.19.3.6559-6568
NLM
Bispo RA, Rodrigues FR, Cazella PH da S, Silva SAM da, Aquino VB de M, Moreto JA, Chahud E, Branco LAMN, Santos HF dos, Lahr FAR, Christoforo AL. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin [Internet]. BioResources. 2024 ; 19( 3): 6559-6568.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568
Vancouver
Bispo RA, Rodrigues FR, Cazella PH da S, Silva SAM da, Aquino VB de M, Moreto JA, Chahud E, Branco LAMN, Santos HF dos, Lahr FAR, Christoforo AL. Physical and microstructural properties of coconut (Cocos nucifera) particleboards bound with castor oil-based polyurethane resin [Internet]. BioResources. 2024 ; 19( 3): 6559-6568.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568
Artigo de periodico
Evaluation of the behavior of composite double web-angle connections at ambient temperature and in a fire situation (2024)
Nicoletti, Renato Silva; Carvalho, Adriano Silva de; Souza, Alex Sander Clemente de; Almeida, Saulo José de Castro
Source: Fire Technology. Unidade: EESC
Subjects: ANÁLISE NUMÉRICA, INCÊNDIO, ESTRUTURAS DE CONCRETO, ESTRUTURAS DE AÇO, ESTRUTURAS MISTAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NICOLETTI, Renato Silva et al. Evaluation of the behavior of composite double web-angle connections at ambient temperature and in a fire situation. Fire Technology, p. 1-52, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s10694-024-01663-0. Acesso em: 15 nov. 2024.
APA
Nicoletti, R. S., Carvalho, A. S. de, Souza, A. S. C. de, & Almeida, S. J. de C. (2024). Evaluation of the behavior of composite double web-angle connections at ambient temperature and in a fire situation. Fire Technology, 1-52. doi:10.1007/s10694-024-01663-0
NLM
Nicoletti RS, Carvalho AS de, Souza ASC de, Almeida SJ de C. Evaluation of the behavior of composite double web-angle connections at ambient temperature and in a fire situation [Internet]. Fire Technology. 2024 ; 1-52.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1007/s10694-024-01663-0
Vancouver
Nicoletti RS, Carvalho AS de, Souza ASC de, Almeida SJ de C. Evaluation of the behavior of composite double web-angle connections at ambient temperature and in a fire situation [Internet]. Fire Technology. 2024 ; 1-52.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1007/s10694-024-01663-0
Artigo de periodico
Cross laminated timber bonding quality for different brazilians species and pressing levels (2024)
Silva, João Vitor Felippe; Oliveira, Karina Aparecida de; Oliveira, Carolina Aparecida Barros; Silva, Maria Fernanda Felippe; Molina, Julio Cesar
Source: Maderas. Unidade: EESC
Subjects: MADEIRA, CISALHAMENTO, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, João Vitor Felippe et al. Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, v. 26, n. 2, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.22320/s0718221x/2024.02. Acesso em: 15 nov. 2024.
APA
Silva, J. V. F., Oliveira, K. A. de, Oliveira, C. A. B., Silva, M. F. F., & Molina, J. C. (2024). Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, 26( 2), 1-12. doi:10.22320/s0718221x/2024.02
NLM
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Vancouver
Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
Artigo de periodico
The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Source: International Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, Luis Philipe Ribeiro e LEONEL, Edson Denner. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, v. 286-287, p. 1-14, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595. Acesso em: 15 nov. 2024.
APA
Almeida, L. P. R., & Leonel, E. D. (2024). The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach. International Journal of Solids and Structures, 286-287, 1-14. doi:10.1016/j.ijsolstr.2023.112595
NLM
Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Vancouver
Almeida LPR, Leonel ED. The fracture failure modelling of three-dimensional structures composed of quasi-brittle materials subjected to different loading velocities rates by the dipole-based BEM approach [Internet]. International Journal of Solids and Structures. 2024 ; 286-287 1-14.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Artigo de periodico
Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates (2024)
Cunha, Rafael N; Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, LAJES, MECÂNICA DO DANO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CUNHA, Rafael N et al. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, v. 308, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117993. Acesso em: 15 nov. 2024.
APA
Cunha, R. N., Amorim, D. L. N. de F., Proença, S. P. B., & Floréz-López, J. (2024). Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, 308, 1-16. doi:10.1016/j.engstruct.2024.117993
NLM
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Vancouver
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Artigo de periodico
An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)
Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 15 nov. 2024.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872
NLM
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Vancouver
Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872

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