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Artigo de periodico
A total Lagrangian position-based finite element formulation for free-surface incompressible flows (2020)
Avancine, Giovane; Sanches, Rodolfo André Kuche
In: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: Dinâmica Dos Fluídos, Sistemas Lagrangianos, Método Dos Elementos Finitos, Estruturas
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ABNT
AVANCINE, Giovane; SANCHES, Rodolfo André Kuche. A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, Amsterdam, Netherlands, Elsevier, v. 169, p. 1-17, 2020. Disponível em: < http://dx.doi.org/10.1016/j.finel.2019.103348 > DOI: 10.1016/j.finel.2019.103348.
APA
Avancine, G., & Sanches, R. A. K. (2020). A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, 169, 1-17. doi:10.1016/j.finel.2019.103348
NLM
Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.Available from: http://dx.doi.org/10.1016/j.finel.2019.103348
Vancouver
Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.Available from: http://dx.doi.org/10.1016/j.finel.2019.103348
Artigo de periodico
Surface properties and crystallinity of Pinus taeda and Hymenaea stilbocarpa treated at low temperatures in different grain directions (2020)
Santos, Sabrina Nicoleti Carvalho dos ; Almeida, Tiago Hendrigo de ; Sardela, Mauro R. ; Lahr, Francisco Antonio Rocco ; Gonçalves, Débora
In: Journal of the Indian Academy of Wood Science. Unidade: EESC
Subjects: Madeira, Ensaios Não Destrutivos, Estruturas
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ABNT
SANTOS, Sabrina Nicoleti Carvalho dos; ALMEIDA, Tiago Hendrigo de; SARDELA, Mauro R.; LAHR, Francisco Antonio Rocco; GONÇALVES, Débora. Surface properties and crystallinity of Pinus taeda and Hymenaea stilbocarpa treated at low temperatures in different grain directions. Journal of the Indian Academy of Wood Science, New Delhi, India, Springer, 2020. Disponível em: < https://doi.org/10.1007/s13196-019-00253-w > DOI: 10.1007/s13196-019-00253-w.
APA
Santos, S. N. C. dos, Almeida, T. H. de, Sardela, M. R., Lahr, F. A. R., & Gonçalves, D. (2020). Surface properties and crystallinity of Pinus taeda and Hymenaea stilbocarpa treated at low temperatures in different grain directions. Journal of the Indian Academy of Wood Science. doi:10.1007/s13196-019-00253-w
NLM
Santos SNC dos, Almeida TH de, Sardela MR, Lahr FAR, Gonçalves D. Surface properties and crystallinity of Pinus taeda and Hymenaea stilbocarpa treated at low temperatures in different grain directions [Internet]. Journal of the Indian Academy of Wood Science. 2020 ;Available from: https://doi.org/10.1007/s13196-019-00253-w
Vancouver
Santos SNC dos, Almeida TH de, Sardela MR, Lahr FAR, Gonçalves D. Surface properties and crystallinity of Pinus taeda and Hymenaea stilbocarpa treated at low temperatures in different grain directions [Internet]. Journal of the Indian Academy of Wood Science. 2020 ;Available from: https://doi.org/10.1007/s13196-019-00253-w
Artigo de periodico
Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars (2020)
Grossi, Luiz Gustavo Fernandes; Malite, Maximiliano ; Santos, Carol Ferreira Rezende
In: Journal of Constructional Steel Research. Unidade: EESC
Subjects: Estruturas
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ABNT
GROSSI, Luiz Gustavo Fernandes; MALITE, Maximiliano; SANTOS, Carol Ferreira Rezende. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars. Journal of Constructional Steel Research, Oxford, England, Elsevier, v. 166, p. 1-12, 2020. Disponível em: < http://dx.doi.org/10.1016/j.jcsr.2019.105908 > DOI: 10.1016/j.jcsr.2019.105908.
APA
Grossi, L. G. F., Malite, M., & Santos, C. F. R. (2020). Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars. Journal of Constructional Steel Research, 166, 1-12. doi:10.1016/j.jcsr.2019.105908
NLM
Grossi LGF, Malite M, Santos CFR. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars [Internet]. Journal of Constructional Steel Research. 2020 ; 166 1-12.Available from: http://dx.doi.org/10.1016/j.jcsr.2019.105908
Vancouver
Grossi LGF, Malite M, Santos CFR. Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars [Internet]. Journal of Constructional Steel Research. 2020 ; 166 1-12.Available from: http://dx.doi.org/10.1016/j.jcsr.2019.105908
Artigo de periodico
Partially encased composite columns using fiber reinforced concrete: experimental study (2020)
Pereira, M. F.; Nardin, Silvana De; El Debs, Ana Lúcia Homce de Cresce
In: Steel and Composite Structures : an international journal. Unidade: EESC
Subjects: Estruturas Mistas, Estruturas De Concreto, Estruturas De Aço, Concreto Reforçado Com Fibras, Análise Experimental De Estruturas, Colunas, Estruturas
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ABNT
PEREIRA, M. F.; NARDIN, Silvana De; EL DEBS, Ana Lúcia Homce de Cresce. Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, Daejeon, Korea, Techno-Press, v. 34, n. 6, p. 909-927, 2020. Disponível em: < http://dx.doi.org/10.12989/scs.2020.34.6.909 > DOI: 10.12989/scs.2020.34.6.909.
APA
Pereira, M. F., Nardin, S. D., & El Debs, A. L. H. de C. (2020). Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, 34( 6), 909-927. doi:10.12989/scs.2020.34.6.909
NLM
Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.Available from: http://dx.doi.org/10.12989/scs.2020.34.6.909
Vancouver
Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.Available from: http://dx.doi.org/10.12989/scs.2020.34.6.909
Artigo de periodico
Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables (2019)
Krahl, Pablo Augusto; Martins, Diego de Oliveira; Carrazedo, Ricardo; Silva, Irineu da; El Debs, Mounir Khalil
In: Composite Structures. Unidade: EESC
Subjects: Concreto De Alta Resistência, Concreto Armado Com Fibras, Vigas Pré-moldadas, Estruturas
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ABNT
KRAHL, Pablo Augusto; MARTINS, Diego de Oliveira; CARRAZEDO, Ricardo; SILVA, Irineu da; EL DEBS, Mounir Khalil. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables. Composite Structures, London, United Kingdom, Elsevier, v. 209, p. 652-667, 2019. Disponível em: < http://dx.doi.org/10.1016/j.compstruct.2018.11.002 > DOI: 10.1016/j.compstruct.2018.11.002.
APA
Krahl, P. A., Martins, D. de O., Carrazedo, R., Silva, I. da, & El Debs, M. K. (2019). Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables. Composite Structures, 209, 652-667. doi:10.1016/j.compstruct.2018.11.002
NLM
Krahl PA, Martins D de O, Carrazedo R, Silva I da, El Debs MK. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables [Internet]. Composite Structures. 2019 ; 209 652-667.Available from: http://dx.doi.org/10.1016/j.compstruct.2018.11.002
Vancouver
Krahl PA, Martins D de O, Carrazedo R, Silva I da, El Debs MK. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables [Internet]. Composite Structures. 2019 ; 209 652-667.Available from: http://dx.doi.org/10.1016/j.compstruct.2018.11.002
Artigo de periodico
Paineis híbridos de lâminas e partículas de madeira para uso estrutural (2019)
Macedo, Laurenn Borges de; Aquino, Vinicius Borges de Moura; Wolenski, Anderson Renato Vobornik; Christoforo, André Luis; Lahr, Francisco Antonio Rocco
In: Ambiente Construído. Unidade: EESC
Subjects: Estruturas, Painéis, Mamona, Madeira
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ABNT
MACEDO, Laurenn Borges de; AQUINO, Vinicius Borges de Moura; WOLENSKI, Anderson Renato Vobornik; CHRISTOFORO, André Luis; LAHR, Francisco Antonio Rocco. Paineis híbridos de lâminas e partículas de madeira para uso estrutural. Ambiente Construído, Porto Alegre, RS, ANTAC, v. 19, n. 3, p. 15-23, 2019. Disponível em: < http://dx.doi.org/10.1590/s1678-86212019000300321 > DOI: 10.1590/s1678-86212019000300321.
APA
Macedo, L. B. de, Aquino, V. B. de M., Wolenski, A. R. V., Christoforo, A. L., & Lahr, F. A. R. (2019). Paineis híbridos de lâminas e partículas de madeira para uso estrutural. Ambiente Construído, 19( 3), 15-23. doi:10.1590/s1678-86212019000300321
NLM
Macedo LB de, Aquino VB de M, Wolenski ARV, Christoforo AL, Lahr FAR. Paineis híbridos de lâminas e partículas de madeira para uso estrutural [Internet]. Ambiente Construído. 2019 ; 19( 3): 15-23.Available from: http://dx.doi.org/10.1590/s1678-86212019000300321
Vancouver
Macedo LB de, Aquino VB de M, Wolenski ARV, Christoforo AL, Lahr FAR. Paineis híbridos de lâminas e partículas de madeira para uso estrutural [Internet]. Ambiente Construído. 2019 ; 19( 3): 15-23.Available from: http://dx.doi.org/10.1590/s1678-86212019000300321
Artigo de periodico
Numerical modeling of circular, square and rectangular concrete columns wrapped with FRP under concentric and eccentric load (2019)
Oliveira, Diôgo Silva de; Carrazedo, Ricardo
In: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: Pilares, Materiais Compósitos De Fibras, Polímeros (materiais), Concreto, Estruturas
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ABNT
OLIVEIRA, Diôgo Silva de; CARRAZEDO, Ricardo. Numerical modeling of circular, square and rectangular concrete columns wrapped with FRP under concentric and eccentric load. Revista IBRACON de Estruturas e Materiais, São Paulo, SP, IBRACON, v. 12, n. Ju 2019, p. 518-550, 2019. Disponível em: < http://dx.doi.org/10.1590/S1983-41952019000300006 > DOI: 10.1590/S1983-41952019000300006.
APA
Oliveira, D. S. de, & Carrazedo, R. (2019). Numerical modeling of circular, square and rectangular concrete columns wrapped with FRP under concentric and eccentric load. Revista IBRACON de Estruturas e Materiais, 12( Ju 2019), 518-550. doi:10.1590/S1983-41952019000300006
NLM
Oliveira DS de, Carrazedo R. Numerical modeling of circular, square and rectangular concrete columns wrapped with FRP under concentric and eccentric load [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 518-550.Available from: http://dx.doi.org/10.1590/S1983-41952019000300006
Vancouver
Oliveira DS de, Carrazedo R. Numerical modeling of circular, square and rectangular concrete columns wrapped with FRP under concentric and eccentric load [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 518-550.Available from: http://dx.doi.org/10.1590/S1983-41952019000300006
Artigo de periodico
Influence of CCA-A preservative on physical-mechanical properties of brazilian tropical woods (2019)
Almeida, Andréa de Souza; Criscuolo,^Gabriel; Almeida, Tiago Hendrigo de; Christoforo, André Luis; Chahud, Eduardo; Branco, Luiz Antônio Melgaço Nunes; Pinheiro, Roberto Vasconcelos; Lahr, Francisco Antonio Rocco
In: BioResources. Unidade: EESC
Subjects: Madeira, Madeira
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, Andréa de Souza; CRISCUOLO, ^Gabriel; ALMEIDA, Tiago Hendrigo de; et al. Influence of CCA-A preservative on physical-mechanical properties of brazilian tropical woods. BioResources, Raleigh, NC, USA, BioResources, v. 14, n. 2, p. 3030-3041, 2019. Disponível em: < http://dx.doi.org/10.15376/biores.14.2.3030-3041 > DOI: 10.15376/biores.14.2.3030-3041.
APA
Almeida, A. de S., Criscuolo, ^G., Almeida, T. H. de, Christoforo, A. L., Chahud, E., Branco, L. A. M. N., et al. (2019). Influence of CCA-A preservative on physical-mechanical properties of brazilian tropical woods. BioResources, 14( 2), 3030-3041. doi:10.15376/biores.14.2.3030-3041
NLM
Almeida A de S, Criscuolo ^G, Almeida TH de, Christoforo AL, Chahud E, Branco LAMN, Pinheiro RV, Lahr FAR. Influence of CCA-A preservative on physical-mechanical properties of brazilian tropical woods [Internet]. BioResources. 2019 ; 14( 2): 3030-3041.Available from: http://dx.doi.org/10.15376/biores.14.2.3030-3041
Vancouver
Almeida A de S, Criscuolo ^G, Almeida TH de, Christoforo AL, Chahud E, Branco LAMN, Pinheiro RV, Lahr FAR. Influence of CCA-A preservative on physical-mechanical properties of brazilian tropical woods [Internet]. BioResources. 2019 ; 14( 2): 3030-3041.Available from: http://dx.doi.org/10.15376/biores.14.2.3030-3041
Artigo de periodico
System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse (2019)
Beck, André Teófilo ; Tessari, Rodolfo Krul; Kroetz, Henrique Machado
In: Engineering Optimization. Unidade: EESC
Subjects: Estruturas, Risco, Benchmarking, Estruturas
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ABNT
BECK, André Teófilo; TESSARI, Rodolfo Krul; KROETZ, Henrique Machado. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse. Engineering Optimization, Oxfordshire, United Kingdom, Taylor & Francis, v. 51, n. 6, p. 1000-1012, 2019. Disponível em: < http://dx.doi.org/10.1080/0305215X.2018.1502760 > DOI: 10.1080/0305215X.2018.1502760.
APA
Beck, A. T., Tessari, R. K., & Kroetz, H. M. (2019). System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse. Engineering Optimization, 51( 6), 1000-1012. doi:10.1080/0305215X.2018.1502760
NLM
Beck AT, Tessari RK, Kroetz HM. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse [Internet]. Engineering Optimization. 2019 ; 51( 6): 1000-1012.Available from: http://dx.doi.org/10.1080/0305215X.2018.1502760
Vancouver
Beck AT, Tessari RK, Kroetz HM. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse [Internet]. Engineering Optimization. 2019 ; 51( 6): 1000-1012.Available from: http://dx.doi.org/10.1080/0305215X.2018.1502760
Artigo de periodico
A stochastic gradient approach for the reliability maximization of passively controlled structures (2019)
Carlon, André Gustavo; Lopez, Rafael Holdorf; Espath, Luis Felipe da Rosa; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
In: Engineering Structures. Unidade: EESC
Subjects: Estruturas, Segurança Estrutural, Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARLON, André Gustavo; LOPEZ, Rafael Holdorf; ESPATH, Luis Felipe da Rosa; MIGUEL, Leandro Fleck Fadel; BECK, André Teófilo. A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, London, United Kingdom, Elsevier, v. 186, p. 1-12, 2019. Disponível em: < http://dx.doi.org/10.1016/j.engstruct.2019.01.121 > DOI: 10.1016/j.engstruct.2019.01.121.
APA
Carlon, A. G., Lopez, R. H., Espath, L. F. da R., Miguel, L. F. F., & Beck, A. T. (2019). A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, 186, 1-12. doi:10.1016/j.engstruct.2019.01.121
NLM
Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.Available from: http://dx.doi.org/10.1016/j.engstruct.2019.01.121
Vancouver
Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.Available from: http://dx.doi.org/10.1016/j.engstruct.2019.01.121
Artigo de periodico
Physical and mechanical properties of Eucalyptus saligna wood for timber structures (2019)
Nogueira, Marta Cristina de Jesus Albuquerque; Almeida, Diego Henrique de; Araujo, Victor Almeida de; Vasconcelos, Juliano Souza; Christoforo, André Luis; Almeida, Tiago Hendrigo de; Lahr, Francisco Antonio Rocco
In: Ambiente Construído. Unidade: EESC
Subjects: Eucalipto, Estruturas De Madeira
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NOGUEIRA, Marta Cristina de Jesus Albuquerque; ALMEIDA, Diego Henrique de; ARAUJO, Victor Almeida de; et al. Physical and mechanical properties of Eucalyptus saligna wood for timber structures. Ambiente Construído, Porto Alegre, RS, ANTAC, v. 19, n. abr./ju 2019, p. 233-239, 2019. Disponível em: < http://dx.doi.org/10.1590/s1678-86212019000200319 > DOI: 10.1590/s1678-86212019000200319.
APA
Nogueira, M. C. de J. A., Almeida, D. H. de, Araujo, V. A. de, Vasconcelos, J. S., Christoforo, A. L., Almeida, T. H. de, & Lahr, F. A. R. (2019). Physical and mechanical properties of Eucalyptus saligna wood for timber structures. Ambiente Construído, 19( abr./ju 2019), 233-239. doi:10.1590/s1678-86212019000200319
NLM
Nogueira MC de JA, Almeida DH de, Araujo VA de, Vasconcelos JS, Christoforo AL, Almeida TH de, Lahr FAR. Physical and mechanical properties of Eucalyptus saligna wood for timber structures [Internet]. Ambiente Construído. 2019 ; 19( abr./ju 2019): 233-239.Available from: http://dx.doi.org/10.1590/s1678-86212019000200319
Vancouver
Nogueira MC de JA, Almeida DH de, Araujo VA de, Vasconcelos JS, Christoforo AL, Almeida TH de, Lahr FAR. Physical and mechanical properties of Eucalyptus saligna wood for timber structures [Internet]. Ambiente Construído. 2019 ; 19( abr./ju 2019): 233-239.Available from: http://dx.doi.org/10.1590/s1678-86212019000200319
Artigo de periodico
Stress-constrained topology optimization considering uniform manufacturing uncertainties (2019)
Silva, Gustavo Assis da; Beck, André Teófilo; Sigmund, Ole
In: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: Topologia, Tensão Estrutural, Estruturas
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ABNT
SILVA, Gustavo Assis da; BECK, André Teófilo; SIGMUND, Ole. Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, Amsterdan, Netherlands, v. 344, p. 512-537, 2019. Disponível em: < http://dx.doi.org/10.1016/j.cma.2018.10.020 > DOI: 10.1016/j.cma.2018.10.020.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, 344, 512-537. doi:10.1016/j.cma.2018.10.020
NLM
Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.Available from: http://dx.doi.org/10.1016/j.cma.2018.10.020
Vancouver
Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.Available from: http://dx.doi.org/10.1016/j.cma.2018.10.020
Artigo de periodico
An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses (2019)
Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner
In: Advances in Engineering Software. Unidade: EESC
Subjects: Método Dos Elementos De Contorno, Mecânica Da Fratura, Fadiga Das Estruturas, Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CORDEIRO, Sergio Gustavo Ferreira; LEONEL, Edson Denner. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses. Advances in Engineering Software, Kidlington, Oxford, United Kingdom, Pergamon Press, v. 135, p. [1-22], 2019. Disponível em: < http://dx.doi.org/10.1016/j.advengsoft.2019.102689 > DOI: 10.1016/j.advengsoft.2019.102689.
APA
Cordeiro, S. G. F., & Leonel, E. D. (2019). An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses. Advances in Engineering Software, 135, [1-22]. doi:10.1016/j.advengsoft.2019.102689
NLM
Cordeiro SGF, Leonel ED. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses [Internet]. Advances in Engineering Software. 2019 ; 135 [1-22].Available from: http://dx.doi.org/10.1016/j.advengsoft.2019.102689
Vancouver
Cordeiro SGF, Leonel ED. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses [Internet]. Advances in Engineering Software. 2019 ; 135 [1-22].Available from: http://dx.doi.org/10.1016/j.advengsoft.2019.102689
Trabalho de evento-resumo periodico
Three-dimensional differences and rate of tooth movement between patients assigned for pre-molar extraction and microosteoperforation (2019)
Fattori, L; Sendyk, Michelle ; Normando, D; Paiva, João Batista de ; Rino Neto, José
In: Brazilian Oral Research. Unidades: EESC, FO
Subjects: Ortodontia Corretiva, Odontopediatria, Extração Dentária
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FATTORI, L; SENDYK, Michelle; NORMANDO, D; PAIVA, João Batista de; RINO NETO, José. Three-dimensional differences and rate of tooth movement between patients assigned for pre-molar extraction and microosteoperforation. Brazilian Oral Research[S.l: s.n.], 2019.
APA
Fattori, L., Sendyk, M., Normando, D., Paiva, J. B. de, & Rino Neto, J. (2019). Three-dimensional differences and rate of tooth movement between patients assigned for pre-molar extraction and microosteoperforation. Brazilian Oral Research. São Paulo: SBPqO.
NLM
Fattori L, Sendyk M, Normando D, Paiva JB de, Rino Neto J. Three-dimensional differences and rate of tooth movement between patients assigned for pre-molar extraction and microosteoperforation. Brazilian Oral Research. 2019 ; 33 455.
Vancouver
Fattori L, Sendyk M, Normando D, Paiva JB de, Rino Neto J. Three-dimensional differences and rate of tooth movement between patients assigned for pre-molar extraction and microosteoperforation. Brazilian Oral Research. 2019 ; 33 455.
Trabalho de evento
Optimal probabilistic design of redundant structural systems for progressive collapse (2019)
Beck, André Teófilo
In: Proceedings of MECSOL. Conference title: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Subjects: Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo. Optimal probabilistic design of redundant structural systems for progressive collapse. Anais.. Rio de Janeiro, RJ: ABCM, 2019.
APA
Beck, A. T. (2019). Optimal probabilistic design of redundant structural systems for progressive collapse. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
NLM
Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;
Vancouver
Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;
Trabalho de evento
Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method (2019)
Kroetz, Henrique Machado; Pellizzer, Giovanni Pais; Leonel, Edson Denner ; Beck, André Teófilo
In: Proceedings of MECSOL. Conference title: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Subjects: Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KROETZ, Henrique Machado; PELLIZZER, Giovanni Pais; LEONEL, Edson Denner; BECK, André Teófilo. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Anais.. Rio de Janeiro, RJ: ABCM, 2019.
APA
Kroetz, H. M., Pellizzer, G. P., Leonel, E. D., & Beck, A. T. (2019). Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
NLM
Kroetz HM, Pellizzer GP, Leonel ED, Beck AT. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Proceedings of MECSOL. 2019 ;
Vancouver
Kroetz HM, Pellizzer GP, Leonel ED, Beck AT. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Proceedings of MECSOL. 2019 ;
Trabalho de evento
Influence of the support condition pertubations in the process of parameter identification using the boundary element method (2019)
Oliveira, Hugo Luiz; Leonel, Edson Denner
In: Proceedings of MECSOL. Conference title: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Subjects: Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Hugo Luiz; LEONEL, Edson Denner. Influence of the support condition pertubations in the process of parameter identification using the boundary element method. Anais.. Rio de Janeiro, RJ: ABCM, 2019.
APA
Oliveira, H. L., & Leonel, E. D. (2019). Influence of the support condition pertubations in the process of parameter identification using the boundary element method. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
NLM
Oliveira HL, Leonel ED. Influence of the support condition pertubations in the process of parameter identification using the boundary element method. Proceedings of MECSOL. 2019 ;
Vancouver
Oliveira HL, Leonel ED. Influence of the support condition pertubations in the process of parameter identification using the boundary element method. Proceedings of MECSOL. 2019 ;
Trabalho de evento
Stability investigation of GFEM and SGFEM applying the inf-sup test (2019)
Góis, Wesley; Proença, Sérgio Persival Baroncini
In: Proceedings of MECSOL. Conference title: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Subjects: Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GÓIS, Wesley; PROENÇA, Sérgio Persival Baroncini. Stability investigation of GFEM and SGFEM applying the inf-sup test. Anais.. Rio de Janeiro, RJ: ABCM, 2019.
APA
Góis, W., & Proença, S. P. B. (2019). Stability investigation of GFEM and SGFEM applying the inf-sup test. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
NLM
Góis W, Proença SPB. Stability investigation of GFEM and SGFEM applying the inf-sup test. Proceedings of MECSOL. 2019 ;
Vancouver
Góis W, Proença SPB. Stability investigation of GFEM and SGFEM applying the inf-sup test. Proceedings of MECSOL. 2019 ;
Trabalho de evento
Detecção de dano por meio de calibração de modelos em elementos finitos (2019)
Ribeiro, Paula de Oliveira; Carrazedo, Ricardo
In: Anais. Conference title: Congresso Brasileiro do Concreto. Unidade: EESC
Subjects: Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Paula de Oliveira; CARRAZEDO, Ricardo. Detecção de dano por meio de calibração de modelos em elementos finitos. Anais.. São Paulo, SP: IBRACON, 2019.
APA
Ribeiro, P. de O., & Carrazedo, R. (2019). Detecção de dano por meio de calibração de modelos em elementos finitos. In Anais. São Paulo, SP: IBRACON.
NLM
Ribeiro P de O, Carrazedo R. Detecção de dano por meio de calibração de modelos em elementos finitos. Anais. 2019 ;
Vancouver
Ribeiro P de O, Carrazedo R. Detecção de dano por meio de calibração de modelos em elementos finitos. Anais. 2019 ;
Trabalho de evento
Comportamento da ligação viga-pilar com pilar misto e chapas passantes (2019)
Souza, Patrícia Tavares de; El Debs, Ana Lúcia Homce de Cresce
In: Anais. Conference title: Congresso Brasileiro do Concreto. Unidade: EESC
Subjects: Estruturas
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUZA, Patrícia Tavares de; EL DEBS, Ana Lúcia Homce de Cresce. Comportamento da ligação viga-pilar com pilar misto e chapas passantes. Anais.. São Paulo, SP: IBRACON, 2019.
APA
Souza, P. T. de, & El Debs, A. L. H. de C. (2019). Comportamento da ligação viga-pilar com pilar misto e chapas passantes. In Anais. São Paulo, SP: IBRACON.
NLM
Souza PT de, El Debs ALH de C. Comportamento da ligação viga-pilar com pilar misto e chapas passantes. Anais. 2019 ;
Vancouver
Souza PT de, El Debs ALH de C. Comportamento da ligação viga-pilar com pilar misto e chapas passantes. Anais. 2019 ;