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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: 29 nov. 2025.
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 2025 nov. 29 ] 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 2025 nov. 29 ] 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
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: 29 nov. 2025.
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 2025 nov. 29 ] 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 2025 nov. 29 ] Available from: https://doi.org/10.4203/ccp.106.196
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: 29 nov. 2025.
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 2025 nov. 29 ] 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 2025 nov. 29 ] 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: 29 nov. 2025.
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 2025 nov. 29 ] 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 2025 nov. 29 ] Available from: https://doi.org/10.4203/ccp.106.191
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 29 nov. 2025.
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 2025 nov. 29 ]
Vancouver
Laier JE, Villalba JD. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. Proceedings. 2012 ;[citado 2025 nov. 29 ]
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
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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: 29 nov. 2025.
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 2025 nov. 29 ]
Vancouver
Kataoka MN, El Debs ALH de C. A study of modelling composite connections in two and three dimensions. Proceedings. 2012 ;[citado 2025 nov. 29 ]
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: 29 nov. 2025.
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 2025 nov. 29 ]
Vancouver
Basaglia CD, Camotim DRZ, Coda HB. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. Proceedings. 2012 ;[citado 2025 nov. 29 ]
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
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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: 29 nov. 2025.
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 2025 nov. 29 ]
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 2025 nov. 29 ]
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: 29 nov. 2025.
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 2025 nov. 29 ]
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 2025 nov. 29 ]
Trabalho de evento
An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames (2008)
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
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ABNT
CODA, Humberto Breves. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 29 nov. 2025.
APA
Coda, H. B. (2008). An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Coda HB. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Vancouver
Coda HB. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Trabalho de evento
A boundary element - differential equation method coupling for plate-beam interaction (2008)
Paiva, João Batista de ; Mendonça, Ângelo Vieira
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS (INTERAÇÃO), VIGAS (INTERAÇÃO)
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ABNT
PAIVA, João Batista de e MENDONÇA, Ângelo Vieira. A boundary element - differential equation method coupling for plate-beam interaction. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 29 nov. 2025.
APA
Paiva, J. B. de, & Mendonça, Â. V. (2008). A boundary element - differential equation method coupling for plate-beam interaction. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Paiva JB de, Mendonça ÂV. A boundary element - differential equation method coupling for plate-beam interaction. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Vancouver
Paiva JB de, Mendonça ÂV. A boundary element - differential equation method coupling for plate-beam interaction. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Trabalho de evento
Elastoplastic boundary element method formulation for plates with geometrical non-linearity (2008)
Waidemam, Leandro; Venturini, Wilson Sérgio; Coda, Humberto Breves
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
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ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio e CODA, Humberto Breves. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 29 nov. 2025.
APA
Waidemam, L., Venturini, W. S., & Coda, H. B. (2008). Elastoplastic boundary element method formulation for plates with geometrical non-linearity. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Waidemam L, Venturini WS, Coda HB. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Vancouver
Waidemam L, Venturini WS, Coda HB. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Trabalho de evento
A new consistent mass matrix for Timoshenko's flexural model (2008)
Laier, José Elias ; Noronha Neto, Celso de Carvalho
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA (SIMULAÇÃO), ONDAS SÍSMICAS
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ABNT
LAIER, José Elias e NORONHA NETO, Celso de Carvalho. A new consistent mass matrix for Timoshenko's flexural model. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 29 nov. 2025.
APA
Laier, J. E., & Noronha Neto, C. de C. (2008). A new consistent mass matrix for Timoshenko's flexural model. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Laier JE, Noronha Neto C de C. A new consistent mass matrix for Timoshenko's flexural model. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Vancouver
Laier JE, Noronha Neto C de C. A new consistent mass matrix for Timoshenko's flexural model. Proceedings. 2008 ;[citado 2025 nov. 29 ]
Trabalho de evento
Efficient reliability analysis of RC grids by response surface methods (2004)
Neves, Rodrigo de Azevedo; Mohamed, Alaa; Venturini, Wilson Sérgio; Lemaire, Maurice
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, DINÂMICA DAS ESTRUTURAS
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ABNT
NEVES, Rodrigo de Azevedo et al. Efficient reliability analysis of RC grids by response surface methods. 2004, Anais.. Stirling: Civil-Comp Press, 2004. . Acesso em: 29 nov. 2025.
APA
Neves, R. de A., Mohamed, A., Venturini, W. S., & Lemaire, M. (2004). Efficient reliability analysis of RC grids by response surface methods. In Proceedings. Stirling: Civil-Comp Press.
NLM
Neves R de A, Mohamed A, Venturini WS, Lemaire M. Efficient reliability analysis of RC grids by response surface methods. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Vancouver
Neves R de A, Mohamed A, Venturini WS, Lemaire M. Efficient reliability analysis of RC grids by response surface methods. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Trabalho de evento
A three-parameter boundary element formulation for bending plates under initial fields (2004)
Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS
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ABNT
MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. A three-parameter boundary element formulation for bending plates under initial fields. 2004, Anais.. Stirling, Scotland: Civil-Comp Press, 2004. . Acesso em: 29 nov. 2025.
APA
Mendonça, Â. V., & Paiva, J. B. de. (2004). A three-parameter boundary element formulation for bending plates under initial fields. In Proceedings. Stirling, Scotland: Civil-Comp Press.
NLM
Mendonça ÂV, Paiva JB de. A three-parameter boundary element formulation for bending plates under initial fields. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Vancouver
Mendonça ÂV, Paiva JB de. A three-parameter boundary element formulation for bending plates under initial fields. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Trabalho de evento
Damage modelling of reinforced concrete beams and slabs (2004)
Sanches Júnior, Faustino; Venturini, Wilson Sérgio
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, MECÂNICA DO DANO
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ABNT
SANCHES JÚNIOR, Faustino e VENTURINI, Wilson Sérgio. Damage modelling of reinforced concrete beams and slabs. 2004, Anais.. Stirling: Civil-Comp Press, 2004. . Acesso em: 29 nov. 2025.
APA
Sanches Júnior, F., & Venturini, W. S. (2004). Damage modelling of reinforced concrete beams and slabs. In Proceedings. Stirling: Civil-Comp Press.
NLM
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams and slabs. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Vancouver
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams and slabs. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Trabalho de evento
Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations (2004)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, EFEITOS SÍSMICOS NAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. 2004, Anais.. Stirling, Scotland: Civil-Comp Press, 2004. . Acesso em: 29 nov. 2025.
APA
Laier, J. E. (2004). Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. In Proceedings. Stirling, Scotland: Civil-Comp Press.
NLM
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Vancouver
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2025 nov. 29 ]
Trabalho de evento
Statistical analysis of reinforced concrete structures (2000)
Soares, Rodrigo de Carvalho; Venturini, Wilson Sérgio
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)
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ABNT
SOARES, Rodrigo de Carvalho e VENTURINI, Wilson Sérgio. Statistical analysis of reinforced concrete structures. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 29 nov. 2025.
APA
Soares, R. de C., & Venturini, W. S. (2000). Statistical analysis of reinforced concrete structures. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Soares R de C, Venturini WS. Statistical analysis of reinforced concrete structures. Proceedings. 2000 ;[citado 2025 nov. 29 ]
Vancouver
Soares R de C, Venturini WS. Statistical analysis of reinforced concrete structures. Proceedings. 2000 ;[citado 2025 nov. 29 ]
Trabalho de evento
Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations (2000)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA), DINÂMICA DAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 29 nov. 2025.
APA
Laier, J. E. (2000). Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Laier JE. Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations. Proceedings. 2000 ;[citado 2025 nov. 29 ]
Vancouver
Laier JE. Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations. Proceedings. 2000 ;[citado 2025 nov. 29 ]
Trabalho de evento
A refined reinforced concrete BEAM element including bond-slip relationship (2000)
Oliveira, Richard Sarzi; Correa, Marcio Roberto Silva; Ramalho, Marcio Antonio
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Richard Sarzi e CORREA, Marcio Roberto Silva e RAMALHO, Marcio Antonio. A refined reinforced concrete BEAM element including bond-slip relationship. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 29 nov. 2025.
APA
Oliveira, R. S., Correa, M. R. S., & Ramalho, M. A. (2000). A refined reinforced concrete BEAM element including bond-slip relationship. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Oliveira RS, Correa MRS, Ramalho MA. A refined reinforced concrete BEAM element including bond-slip relationship. Proceedings. 2000 ;[citado 2025 nov. 29 ]
Vancouver
Oliveira RS, Correa MRS, Ramalho MA. A refined reinforced concrete BEAM element including bond-slip relationship. Proceedings. 2000 ;[citado 2025 nov. 29 ]

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