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Trabalho de evento
Non-linear dynamics of reinforced laminated plates and shells considering a consistent mass matrix for fibers (2015)
Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS DE FIBRAS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Non-linear dynamics of reinforced laminated plates and shells considering a consistent mass matrix for fibers. 2015, Anais.. Prague, Czech Republic: Civil-Comp Press, 2015. Disponível em: https://doi.org/10.4203/ccp.108.102. Acesso em: 12 jul. 2024.
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2015). Non-linear dynamics of reinforced laminated plates and shells considering a consistent mass matrix for fibers. In Proceedings. Prague, Czech Republic: Civil-Comp Press. doi:10.4203/ccp.108.102
NLM
Sampaio M do SM, Paccola RR, Coda HB. Non-linear dynamics of reinforced laminated plates and shells considering a consistent mass matrix for fibers [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.102
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. Non-linear dynamics of reinforced laminated plates and shells considering a consistent mass matrix for fibers [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.102
Trabalho de evento
An artificial neural network for locating possible damaged zones in beam strucutres (2015)
Villalba Morales, Jesús Daniel; Laier, José Elias
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: MECÂNICA DO DANO, REDES NEURAIS, ESTRUTURAS
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ABNT
VILLALBA MORALES, Jesús Daniel e LAIER, José Elias. An artificial neural network for locating possible damaged zones in beam strucutres. 2015, Anais.. Prague, Czech Republic: Civil-Comp Press, 2015. Disponível em: https://doi.org/10.4203/ccp.109.33. Acesso em: 12 jul. 2024.
APA
Villalba Morales, J. D., & Laier, J. E. (2015). An artificial neural network for locating possible damaged zones in beam strucutres. In Proceedings. Prague, Czech Republic: Civil-Comp Press. doi:10.4203/ccp.109.33
NLM
Villalba Morales JD, Laier JE. An artificial neural network for locating possible damaged zones in beam strucutres [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.109.33
Vancouver
Villalba Morales JD, Laier JE. An artificial neural network for locating possible damaged zones in beam strucutres [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.109.33
Trabalho de evento
Nonlinear analysis of partially encased composite columns (2015)
Pereira, Margot Fabiana; El Debs, Ana Lúcia Homce de Cresce
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: DUCTILIDADE, SIMULAÇÃO, COLUNAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
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ABNT
PEREIRA, Margot Fabiana e EL DEBS, Ana Lúcia Homce de Cresce. Nonlinear analysis of partially encased composite columns. 2015, Anais.. Prague, Czech Republic: Civil-Comp Press, 2015. Disponível em: https://doi.org/10.4203/ccp.108.27. Acesso em: 12 jul. 2024.
APA
Pereira, M. F., & El Debs, A. L. H. de C. (2015). Nonlinear analysis of partially encased composite columns. In Proceedings. Prague, Czech Republic: Civil-Comp Press. doi:10.4203/ccp.108.27
NLM
Pereira MF, El Debs ALH de C. Nonlinear analysis of partially encased composite columns [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.27
Vancouver
Pereira MF, El Debs ALH de C. Nonlinear analysis of partially encased composite columns [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.27
Trabalho de evento
Concerning the center of resistance of a tooth (2015)
García Sánchez, Jesus Antonio; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, BIOMECÂNICA, ORTODONTIA
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ABNT
GARCÍA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. Concerning the center of resistance of a tooth. 2015, Anais.. Prague, Czech Republic: Civil-Comp Press, 2015. Disponível em: https://doi.org/10.4203/ccp.108.247. Acesso em: 12 jul. 2024.
APA
García Sánchez, J. A., & Coda, H. B. (2015). Concerning the center of resistance of a tooth. In Proceedings. Prague, Czech Republic: Civil-Comp Press. doi:10.4203/ccp.108.247
NLM
García Sánchez JA, Coda HB. Concerning the center of resistance of a tooth [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.247
Vancouver
García Sánchez JA, Coda HB. Concerning the center of resistance of a tooth [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.247
Trabalho de evento
The influence of the distribution of fibers in the mechanical behavior of muscles (2015)
Quintero Ramírez, Carolina; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: FIBRAS MUSCULARES, MÉTODO DOS ELEMENTOS FINITOS, BIOMECÂNICA, MÚSCULO ESQUELÉTICO
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ABNT
QUINTERO RAMÍREZ, Carolina e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. The influence of the distribution of fibers in the mechanical behavior of muscles. 2015, Anais.. Prague, Czech Republic: Civil-Comp Press, 2015. Disponível em: https://doi.org/10.4203/ccp.108.248. Acesso em: 12 jul. 2024.
APA
Quintero Ramírez, C., Paccola, R. R., & Coda, H. B. (2015). The influence of the distribution of fibers in the mechanical behavior of muscles. In Proceedings. Prague, Czech Republic: Civil-Comp Press. doi:10.4203/ccp.108.248
NLM
Quintero Ramírez C, Paccola RR, Coda HB. The influence of the distribution of fibers in the mechanical behavior of muscles [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.248
Vancouver
Quintero Ramírez C, Paccola RR, Coda HB. The influence of the distribution of fibers in the mechanical behavior of muscles [Internet]. Proceedings. 2015 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.108.248
Trabalho de evento
Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium (2014)
Mendonça, Ângelo Vieira; Almeida, Valério da Silva ; Paiva, João Batista de
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidades: EP, EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, INTERAÇÃO SOLO-ESTRUTURA, ANÁLISE NUMÉRICA
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ABNT
MENDONÇA, Ângelo Vieira e ALMEIDA, Valério da Silva e PAIVA, João Batista de. Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.192. Acesso em: 12 jul. 2024.
APA
Mendonça, Â. V., Almeida, V. da S., & Paiva, J. B. de. (2014). Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.192
NLM
Mendonça ÂV, Almeida V da S, Paiva JB de. Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.192
Vancouver
Mendonça ÂV, Almeida V da S, Paiva JB de. Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.192
Trabalho de evento
A boundary element formulation applied to discontinuity propagation in quasi-brittle materials (2014)
Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
CORDEIRO, Sergio Gustavo Ferreira e LEONEL, Edson Denner. A boundary element formulation applied to discontinuity propagation in quasi-brittle materials. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.196. Acesso em: 12 jul. 2024.
APA
Cordeiro, S. G. F., & Leonel, E. D. (2014). A boundary element formulation applied to discontinuity propagation in quasi-brittle materials. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.196
NLM
Cordeiro SGF, Leonel ED. A boundary element formulation applied to discontinuity propagation in quasi-brittle materials [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.196
Vancouver
Cordeiro SGF, Leonel ED. A boundary element formulation applied to discontinuity propagation in quasi-brittle materials [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.196
Trabalho de evento
Comparative study of boundary element formulations for the analysis of pile-soil interaction (2014)
Rosa, Alessandra Kiyoko da; Paiva, João Batista de
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, DIFERENÇAS FINITAS
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ABNT
ROSA, Alessandra Kiyoko da e PAIVA, João Batista de. Comparative study of boundary element formulations for the analysis of pile-soil interaction. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.191. Acesso em: 12 jul. 2024.
APA
Rosa, A. K. da, & Paiva, J. B. de. (2014). Comparative study of boundary element formulations for the analysis of pile-soil interaction. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.191
NLM
Rosa AK da, Paiva JB de. Comparative study of boundary element formulations for the analysis of pile-soil interaction [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.191
Vancouver
Rosa AK da, Paiva JB de. Comparative study of boundary element formulations for the analysis of pile-soil interaction [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.191
Trabalho de evento
Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells (2014)
Sampaio, Maria do Socorro Martins; Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, CONCHAS (ENGENHARIA), ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.143. Acesso em: 12 jul. 2024.
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2014). Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.143
NLM
Sampaio M do SM, Coda HB, Paccola RR. Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.143
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells [Internet]. Proceedings. 2014 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.106.143
Trabalho de evento
Simulating piled rafts in layered media using finite element: boundary element formulations (2013)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: INTERAÇÃO SOLO-ESTRUTURA, ESTACAS, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. Simulating piled rafts in layered media using finite element: boundary element formulations. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 12 jul. 2024.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2013). Simulating piled rafts in layered media using finite element: boundary element formulations. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Ribeiro DB, Paiva JB de. Simulating piled rafts in layered media using finite element: boundary element formulations. Proceedings. 2013 ;[citado 2024 jul. 12 ]
Vancouver
Ribeiro DB, Paiva JB de. Simulating piled rafts in layered media using finite element: boundary element formulations. Proceedings. 2013 ;[citado 2024 jul. 12 ]
Parte de monografia/livro
Structural optimization under uncertainties: understanding the role of expected consequences of failure (2013)
Beck, André Teófilo
Fonte: Civil and structural engineering computational methods. Unidade: EESC
Assunto: ESTRUTURAS (OTIMIZAÇÃO;ANÁLISE;CONFIABILIDADE)
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ABNT
BECK, André Teófilo. Structural optimization under uncertainties: understanding the role of expected consequences of failure. Civil and structural engineering computational methods. Tradução . Stirlingshire, Scotland: Civil-Comp Press, 2013. . . Acesso em: 12 jul. 2024.
APA
Beck, A. T. (2013). Structural optimization under uncertainties: understanding the role of expected consequences of failure. In Civil and structural engineering computational methods. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Beck AT. Structural optimization under uncertainties: understanding the role of expected consequences of failure. In: Civil and structural engineering computational methods. Stirlingshire, Scotland: Civil-Comp Press; 2013. [citado 2024 jul. 12 ]
Vancouver
Beck AT. Structural optimization under uncertainties: understanding the role of expected consequences of failure. In: Civil and structural engineering computational methods. Stirlingshire, Scotland: Civil-Comp Press; 2013. [citado 2024 jul. 12 ]
Trabalho de evento
A high-order integration algorithm and spurious reflections (2013)
Laier, José Elias
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: ONDAS ELETROMAGNÉTICAS (DISPERSÃO), MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS, ALGORITMOS
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ABNT
LAIER, José Elias. A high-order integration algorithm and spurious reflections. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. Disponível em: https://doi.org/10.4203/ccp.102.56. Acesso em: 12 jul. 2024.
APA
Laier, J. E. (2013). A high-order integration algorithm and spurious reflections. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press. doi:10.4203/ccp.102.56
NLM
Laier JE. A high-order integration algorithm and spurious reflections [Internet]. Proceedings. 2013 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.102.56
Vancouver
Laier JE. A high-order integration algorithm and spurious reflections [Internet]. Proceedings. 2013 ;[citado 2024 jul. 12 ] Available from: https://doi.org/10.4203/ccp.102.56
Trabalho de evento
Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction (2013)
Sampaio, Maria do Socorro Martins; Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: PLACAS, CONCHAS (ENGENHARIA), CINEMÁTICA, TENSÃO ESTRUTURAL
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ABNT
SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 12 jul. 2024.
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2013). Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Sampaio M do SM, Coda HB, Paccola RR. Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. Proceedings. 2013 ;[citado 2024 jul. 12 ]
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. Proceedings. 2013 ;[citado 2024 jul. 12 ]
Trabalho de evento
Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids (2013)
Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 12 jul. 2024.
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2013). Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Sampaio M do SM, Paccola RR, Coda HB. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. Proceedings. 2013 ;[citado 2024 jul. 12 ]
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. Proceedings. 2013 ;[citado 2024 jul. 12 ]
Trabalho de evento
Dynamic behaviour of reinforced concrete floating slabs (2012)
Carrazedo, Ricardo; Carvalho, Janaína Tobias de; Takeuti, Adilson Roberto
Fonte: Proceedings. Nome do evento: International Conference on Railway Technology: Research, Development and Maintenance. Unidade: EESC
Assuntos: LAJES, CONCRETO ARMADO, VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
CARRAZEDO, Ricardo e CARVALHO, Janaína Tobias de e TAKEUTI, Adilson Roberto. Dynamic behaviour of reinforced concrete floating slabs. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 12 jul. 2024.
APA
Carrazedo, R., Carvalho, J. T. de, & Takeuti, A. R. (2012). Dynamic behaviour of reinforced concrete floating slabs. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Carrazedo R, Carvalho JT de, Takeuti AR. Dynamic behaviour of reinforced concrete floating slabs. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Vancouver
Carrazedo R, Carvalho JT de, Takeuti AR. Dynamic behaviour of reinforced concrete floating slabs. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Trabalho de evento
Influence of incomplete modal data on the performance of a vibration-based damage detection methodology (2012)
Laier, José Elias; Villalba, Jesús Daniel
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: DETECÇÃO DE PARTÍCULAS (OTIMIZAÇÃO), MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
LAIER, José Elias e VILLALBA, Jesús Daniel. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 12 jul. 2024.
APA
Laier, J. E., & Villalba, J. D. (2012). Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Laier JE, Villalba JD. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Vancouver
Laier JE, Villalba JD. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Trabalho de evento
A study of modelling composite connections in two and three dimensions (2012)
Kataoka, Marcela Novischi; El Debs, Ana Lúcia Homce de Cresce
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, TUBOS, CONCRETO
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ABNT
KATAOKA, Marcela Novischi e EL DEBS, Ana Lúcia Homce de Cresce. A study of modelling composite connections in two and three dimensions. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 12 jul. 2024.
APA
Kataoka, M. N., & El Debs, A. L. H. de C. (2012). A study of modelling composite connections in two and three dimensions. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Kataoka MN, El Debs ALH de C. A study of modelling composite connections in two and three dimensions. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Vancouver
Kataoka MN, El Debs ALH de C. A study of modelling composite connections in two and three dimensions. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Trabalho de evento
Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames (2012)
Basaglia, Cilmar Donizeti; Camotim, Dinar Reis Zamith; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: VIGAS, ESTRUTURAS DE AÇO, FLAMBAGEM
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ABNT
BASAGLIA, Cilmar Donizeti e CAMOTIM, Dinar Reis Zamith e CODA, Humberto Breves. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 12 jul. 2024.
APA
Basaglia, C. D., Camotim, D. R. Z., & Coda, H. B. (2012). Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Basaglia CD, Camotim DRZ, Coda HB. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Vancouver
Basaglia CD, Camotim DRZ, Coda HB. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Trabalho de evento
Elastic solids reinforced with Random fibres developing large deformations: a finite element approach (2012)
Sampaio, Maria do Socorro Martins; Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, GEOMETRIA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 12 jul. 2024.
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2012). Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Sampaio M do SM, Coda HB, Paccola RR. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Trabalho de evento
Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method (2012)
Garcia Sánchez, Jesus Antonio; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GARCIA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 12 jul. 2024.
APA
Garcia Sánchez, J. A., & Coda, H. B. (2012). Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Garcia Sánchez JA, Coda HB. Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. Proceedings. 2012 ;[citado 2024 jul. 12 ]
Vancouver
Garcia Sánchez JA, Coda HB. Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. Proceedings. 2012 ;[citado 2024 jul. 12 ]

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