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Trabalho de evento
Experimental and numerical evaluation of the ballast densification under different types of tamping operation (2022)
Pereira, Paulo Andre Moraes ; Moraes, Silvio Tumellero de; Gay Neto, Alfredo ; Motta, Rosangela dos Santos ; Bernucci, Liedi Légi Bariani ; Moura, Edson de; Silva, Ronaldo; Oliveira, Luciano; Melo, Iara
Conference titles: International Conference on Railway Technology: Research, Development and Maintenance. Unidade: EP
Subjects: FERROVIAS, TRILHOS, LASTRO
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ABNT
PEREIRA, Paulo Andre Moraes et al. Experimental and numerical evaluation of the ballast densification under different types of tamping operation. 2022, Anais.. Edinburgh: Civil-Comp Press, 2022. Disponível em: https://www.ctresources.info/ccc/download/ccc.9590.pdf. Acesso em: 16 fev. 2026.
APA
Pereira, P. A. M., Moraes, S. T. de, Gay Neto, A., Motta, R. dos S., Bernucci, L. L. B., Moura, E. de, et al. (2022). Experimental and numerical evaluation of the ballast densification under different types of tamping operation. In . Edinburgh: Civil-Comp Press. doi:10.4203/ccc.1.14.2
NLM
Pereira PAM, Moraes ST de, Gay Neto A, Motta R dos S, Bernucci LLB, Moura E de, Silva R, Oliveira L, Melo I. Experimental and numerical evaluation of the ballast densification under different types of tamping operation [Internet]. 2022 ;[citado 2026 fev. 16 ] Available from: https://www.ctresources.info/ccc/download/ccc.9590.pdf
Vancouver
Pereira PAM, Moraes ST de, Gay Neto A, Motta R dos S, Bernucci LLB, Moura E de, Silva R, Oliveira L, Melo I. Experimental and numerical evaluation of the ballast densification under different types of tamping operation [Internet]. 2022 ;[citado 2026 fev. 16 ] Available from: https://www.ctresources.info/ccc/download/ccc.9590.pdf
Trabalho de evento
Nonlinear analysis of partially encased composite columns (2015)
Pereira, Margot Fabiana; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: DUCTILIDADE, SIMULAÇÃO, COLUNAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
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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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.108.27
Trabalho de evento
An artificial neural network for locating possible damaged zones in beam strucutres (2015)
Villalba Morales, Jesús Daniel; Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.109.33
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
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.108.248
Trabalho de evento
Concerning the center of resistance of a tooth (2015)
García Sánchez, Jesus Antonio; Coda, Humberto Breves
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.108.247
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
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.108.102
Trabalho de evento
A boundary element formulation applied to discontinuity propagation in quasi-brittle materials (2014)
Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.106.196
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidades: EP, EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.106.192
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.106.143
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.106.191
Trabalho de evento
Railway ballast load analysis using small-scale cylindrical triaxial test (2014)
Merheb, Antônio Hamilton Michel; Motta, Rosangela dos Santos ; Bernucci, Liedi Légi Bariani ; Moura, Edson de; Costa, Robson Correia da; Bessa, Iuri Sidney ; Vieira, Tiago; Ribeiro, Fernando Sgavioli
Source: Proceedings. Conference titles: International Conference on Railway Technology: Research, Development and Maintenance. Unidade: EP
Subjects: LASTRO, FERROVIAS, ESTRUTURA DOS MATERIAIS
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ABNT
MERHEB, Antônio Hamilton Michel et al. Railway ballast load analysis using small-scale cylindrical triaxial test. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.104.131. Acesso em: 16 fev. 2026.
APA
Merheb, A. H. M., Motta, R. dos S., Bernucci, L. L. B., Moura, E. de, Costa, R. C. da, Bessa, I. S., et al. (2014). Railway ballast load analysis using small-scale cylindrical triaxial test. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.104.131
NLM
Merheb AHM, Motta R dos S, Bernucci LLB, Moura E de, Costa RC da, Bessa IS, Vieira T, Ribeiro FS. Railway ballast load analysis using small-scale cylindrical triaxial test [Internet]. Proceedings. 2014 ;[citado 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.104.131
Vancouver
Merheb AHM, Motta R dos S, Bernucci LLB, Moura E de, Costa RC da, Bessa IS, Vieira T, Ribeiro FS. Railway ballast load analysis using small-scale cylindrical triaxial test [Internet]. Proceedings. 2014 ;[citado 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.104.131
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
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ]
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 2026 fev. 16 ]
Parte de monografia/livro
Structural optimization under uncertainties: understanding the role of expected consequences of failure (2013)
Beck, André Teófilo
Source: 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: 16 fev. 2026.
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 2026 fev. 16 ]
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 2026 fev. 16 ]
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
Source: Proceedings. Conference titles: 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: 16 fev. 2026.
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 2026 fev. 16 ]
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 2026 fev. 16 ]
Trabalho de evento
A high-order integration algorithm and spurious reflections (2013)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ] 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 2026 fev. 16 ] Available from: https://doi.org/10.4203/ccp.102.56
Trabalho de evento
Simulating piled rafts in layered media using finite element: boundary element formulations (2013)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ]
Vancouver
Ribeiro DB, Paiva JB de. Simulating piled rafts in layered media using finite element: boundary element formulations. Proceedings. 2013 ;[citado 2026 fev. 16 ]
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ]
Vancouver
Basaglia CD, Camotim DRZ, Coda HB. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. Proceedings. 2012 ;[citado 2026 fev. 16 ]
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ]
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 2026 fev. 16 ]
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 16 fev. 2026.
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 2026 fev. 16 ]
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 2026 fev. 16 ]
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, TUBOS, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 16 fev. 2026.
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 2026 fev. 16 ]
Vancouver
Kataoka MN, El Debs ALH de C. A study of modelling composite connections in two and three dimensions. Proceedings. 2012 ;[citado 2026 fev. 16 ]

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