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Artigo de periodico
Development of methods of structural reliability (2024)
Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno
Fonte: Structural Safety. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 26 set. 2024.
APA
Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474
NLM
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Vancouver
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
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
Fonte: Computers and Geotechnics. Unidades: EESC, EP
Assuntos: ESTRUTURAS, FUNDAÇÕES (ENGENHARIA), ESTRUTURAS
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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: 26 set. 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 set. 26 ] 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 set. 26 ] 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
Fonte: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
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
Fonte: Structural Safety. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
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
Fonte: Polymers. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.3390/polym16121652
Artigo de periodico
Performance evaluation of asphalt binder modified with lignin-derived nanocarbon (2024)
Brasil, Mirtes Aila de Carvalho; Leite, Leni Figueiredo Mathias ; Aragão, Francisco Thiago Sacramento; Osmari, Patricia Henning; Chinelatto Junior, Luiz Silvino; Nascimento, Luis Alberto Hermann do; Cravo, Margareth Carvalho Coutinho; Araújo, Joyce Rodrigues de
Fonte: Revista Matéria. Unidade: EESC
Assuntos: ASFALTO, FADIGA DOS MATERIAIS, ENVELHECIMENTO, ESTRUTURAS
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ABNT
BRASIL, Mirtes Aila de Carvalho et al. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon. Revista Matéria, v. 29, n. 2, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358. Acesso em: 26 set. 2024.
APA
Brasil, M. A. de C., Leite, L. F. M., Aragão, F. T. S., Osmari, P. H., Chinelatto Junior, L. S., Nascimento, L. A. H. do, et al. (2024). Performance evaluation of asphalt binder modified with lignin-derived nanocarbon. Revista Matéria, 29( 2), 1-16. doi:10.1590/1517-7076-RMAT-2023-0358
NLM
Brasil MA de C, Leite LFM, Aragão FTS, Osmari PH, Chinelatto Junior LS, Nascimento LAH do, Cravo MCC, Araújo JR de. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon [Internet]. Revista Matéria. 2024 ; 29( 2): 1-16.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358
Vancouver
Brasil MA de C, Leite LFM, Aragão FTS, Osmari PH, Chinelatto Junior LS, Nascimento LAH do, Cravo MCC, Araújo JR de. Performance evaluation of asphalt binder modified with lignin-derived nanocarbon [Internet]. Revista Matéria. 2024 ; 29( 2): 1-16.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2023-0358
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
Fonte: Construction and Building Materials. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
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
Fonte: Engineering Structures. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
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
Fonte: BioResources. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.15376/biores.19.3.6559-6568
Artigo de periodico
Dipole-based BEM formulation for three-dimensional cohesive crack propagation modelling (2024)
Almeida, Luis Philipe Ribeiro; Leonel, Edson Denner
Fonte: International Journal for Numerical Methods in Engineering. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.1002/nme.7535
Artigo de periodico
Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation (2024)
Santos, Wanderson Ferreira dos; Lopes, Igor A. Rodrigues; Pires, Francisco M. Andrade; Proença, Sérgio Persival Baroncini
Fonte: International Journal of Solids and Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SANTOS, Wanderson Ferreira dos et al. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, v. 292, p. 1-31, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724. Acesso em: 26 set. 2024.
APA
Santos, W. F. dos, Lopes, I. A. R., Pires, F. M. A., & Proença, S. P. B. (2024). Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation. International Journal of Solids and Structures, 292, 1-31. doi:10.1016/j.ijsolstr.2024.112724
NLM
Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Vancouver
Santos WF dos, Lopes IAR, Pires FMA, Proença SPB. Exploring novel mechanical metamaterials: unravelling deformation mode coupling and size effects through second-order computational homogenisation [Internet]. International Journal of Solids and Structures. 2024 ; 292 1-31.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2024.112724
Artigo de periodico
Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections (2024)
Araújo, D. L.; Borges, Vanessa Elizabeth dos Santos; Bernardes, Efraim Soares; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS
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ABNT
ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 26 set. 2024.
APA
Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953
NLM
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Vancouver
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
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
Fonte: Buildings. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] 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
Fonte: BioResources. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
Trabalho de evento
Probabilistic inspection planning for the life cycle management of railway bridges (2024)
Ames, Isabela; Bittencourt, Túlio Nogueira; Futai, Marcos Massao; Beck, André Teófilo; Carvalho, H.
Fonte: Proceedings. Nome do evento: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EESC, EP
Assunto: ESTRUTURAS
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ABNT
AMES, Isabela et al. Probabilistic inspection planning for the life cycle management of railway bridges. 2024, Anais.. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.1201/9781003483755-332. Acesso em: 26 set. 2024.
APA
Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Carvalho, H. (2024). Probabilistic inspection planning for the life cycle management of railway bridges. In Proceedings. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003483755-332
NLM
Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
Vancouver
Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
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
Fonte: Maderas. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] 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
Fonte: International Journal of Solids and Structures. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2023.112595
Artigo de periodico
An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics (2024)
Rocha, Matheus; Trevelyan, John; Leonel, Edson Denner
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: 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: 26 set. 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 set. 26 ] 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 set. 26 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
Artigo de periodico
Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements (2024)
Teodoro, Chiara Pinheiro; Carrazedo, Rogério
Fonte: Materials and Structures. Unidade: EESC
Assuntos: DANO, CORROSÃO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TEODORO, Chiara Pinheiro e CARRAZEDO, Rogério. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, v. 57, n. Ju 2024, p. 1-17, 2024Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-024-02386-y. Acesso em: 26 set. 2024.
APA
Teodoro, C. P., & Carrazedo, R. (2024). Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, 57( Ju 2024), 1-17. doi:10.1617/s11527-024-02386-y
NLM
Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Vancouver
Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Artigo de periodico
Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling (2024)
Fonseca, Johnata Cavalcanti; Paccola, Rodrigo Ribeiro ; Zanotto, Edgar Dutra ; Ferreira, Eduardo Bellini
Fonte: Acta Materialia. Unidade: EESC
Assuntos: VIDRO CERÂMICO, TENSÃO RESIDUAL, MÉTODO DOS ELEMENTOS FINITOS, FRATURA DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FONSECA, Johnata Cavalcanti et al. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling. Acta Materialia, v. 274, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.actamat.2024.120015. Acesso em: 26 set. 2024.
APA
Fonseca, J. C., Paccola, R. R., Zanotto, E. D., & Ferreira, E. B. (2024). Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling. Acta Materialia, 274, 1-12. doi:10.1016/j.actamat.2024.120015
NLM
Fonseca JC, Paccola RR, Zanotto ED, Ferreira EB. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling [Internet]. Acta Materialia. 2024 ; 274 1-12.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.actamat.2024.120015
Vancouver
Fonseca JC, Paccola RR, Zanotto ED, Ferreira EB. Evaluating the residual stresses and fracture behavior of glass-ceramics by numerical modeling [Internet]. Acta Materialia. 2024 ; 274 1-12.[citado 2024 set. 26 ] Available from: http://dx.doi.org/10.1016/j.actamat.2024.120015

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