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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: 19 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. 19 ] 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. 19 ] 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: 19 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. 19 ] 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. 19 ] 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
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: 19 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. 19 ] 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. 19 ] 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: 19 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. 19 ]
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. 19 ]
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: 19 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. 19 ]
Vancouver
Kataoka MN, El Debs ALH de C. A study of modelling composite connections in two and three dimensions. Proceedings. 2012 ;[citado 2025 nov. 19 ]
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: 19 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. 19 ]
Vancouver
Paiva JB de, Mendonça ÂV. A boundary element - differential equation method coupling for plate-beam interaction. Proceedings. 2008 ;[citado 2025 nov. 19 ]
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: 19 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. 19 ]
Vancouver
Laier JE, Noronha Neto C de C. A new consistent mass matrix for Timoshenko's flexural model. Proceedings. 2008 ;[citado 2025 nov. 19 ]
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: 19 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. 19 ]
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. 19 ]
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: 19 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. 19 ]
Vancouver
Mendonça ÂV, Paiva JB de. A three-parameter boundary element formulation for bending plates under initial fields. Proceedings. 2004 ;[citado 2025 nov. 19 ]
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: 19 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. 19 ]
Vancouver
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams and slabs. Proceedings. 2004 ;[citado 2025 nov. 19 ]
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
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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: 19 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. 19 ]
Vancouver
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2025 nov. 19 ]
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: 19 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. 19 ]
Vancouver
Soares R de C, Venturini WS. Statistical analysis of reinforced concrete structures. Proceedings. 2000 ;[citado 2025 nov. 19 ]
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
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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: 19 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. 19 ]
Vancouver
Laier JE. Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations. Proceedings. 2000 ;[citado 2025 nov. 19 ]
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)
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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: 19 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. 19 ]
Vancouver
Oliveira RS, Correa MRS, Ramalho MA. A refined reinforced concrete BEAM element including bond-slip relationship. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Trabalho de evento
OSW: a toolkit for object oriented structural modeling (2000)
Pagliosa, Paulo Aristarco; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA), MÉTODOS NUMÉRICOS
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ABNT
PAGLIOSA, Paulo Aristarco e PAIVA, João Batista de. OSW: a toolkit for object oriented structural modeling. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 19 nov. 2025.
APA
Pagliosa, P. A., & Paiva, J. B. de. (2000). OSW: a toolkit for object oriented structural modeling. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Pagliosa PA, Paiva JB de. OSW: a toolkit for object oriented structural modeling. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Vancouver
Pagliosa PA, Paiva JB de. OSW: a toolkit for object oriented structural modeling. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Trabalho de evento
A general boundary element method for analysis of slope stability (2000)
Jiang, Yansheng; Venturini, Wilson Sérgio
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODOS NUMÉRICOS, ESTABILIDADE ESTRUTURAL
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ABNT
JIANG, Yansheng e VENTURINI, Wilson Sérgio. A general boundary element method for analysis of slope stability. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 19 nov. 2025.
APA
Jiang, Y., & Venturini, W. S. (2000). A general boundary element method for analysis of slope stability. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Jiang Y, Venturini WS. A general boundary element method for analysis of slope stability. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Vancouver
Jiang Y, Venturini WS. A general boundary element method for analysis of slope stability. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Trabalho de evento
A finite element method-boundary element method formulation applied to plate-pile-soil interaction problems (2000)
Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA), INTERAÇÃO SOLO-ESTRUTURA
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ABNT
MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. A finite element method-boundary element method formulation applied to plate-pile-soil interaction problems. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 19 nov. 2025.
APA
Mendonça, Â. V., & Paiva, J. B. de. (2000). A finite element method-boundary element method formulation applied to plate-pile-soil interaction problems. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Mendonça ÂV, Paiva JB de. A finite element method-boundary element method formulation applied to plate-pile-soil interaction problems. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Vancouver
Mendonça ÂV, Paiva JB de. A finite element method-boundary element method formulation applied to plate-pile-soil interaction problems. Proceedings. 2000 ;[citado 2025 nov. 19 ]
Trabalho de evento
Improvements to classical preconditioners in finite element problems (2000)
Almeida, Valério da Silva ; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)
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ABNT
ALMEIDA, Valério da Silva e PAIVA, João Batista de. Improvements to classical preconditioners in finite element problems. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. Disponível em: https://repositorio.usp.br/directbitstream/6f3035ad-ba2e-4884-8b8f-d9280604b399/PROD_0000186_SYSNO_1174367.pdf. Acesso em: 19 nov. 2025.
APA
Almeida, V. da S., & Paiva, J. B. de. (2000). Improvements to classical preconditioners in finite element problems. In Proceedings. Edinburg: Civil-Comp Press. Recuperado de https://repositorio.usp.br/directbitstream/6f3035ad-ba2e-4884-8b8f-d9280604b399/PROD_0000186_SYSNO_1174367.pdf
NLM
Almeida V da S, Paiva JB de. Improvements to classical preconditioners in finite element problems [Internet]. Proceedings. 2000 ;[citado 2025 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/6f3035ad-ba2e-4884-8b8f-d9280604b399/PROD_0000186_SYSNO_1174367.pdf
Vancouver
Almeida V da S, Paiva JB de. Improvements to classical preconditioners in finite element problems [Internet]. Proceedings. 2000 ;[citado 2025 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/6f3035ad-ba2e-4884-8b8f-d9280604b399/PROD_0000186_SYSNO_1174367.pdf
Trabalho de evento
Simplified bem analysis of pile groups (1996)
Paiva, João Batista de ; Trondi, R R
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Assunto: ESTRUTURAS DE MADEIRA
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ABNT
PAIVA, João Batista de e TRONDI, R R. Simplified bem analysis of pile groups. 1996, Anais.. Edinburgh: Civil-Comp Press, 1996. . Acesso em: 19 nov. 2025.
APA
Paiva, J. B. de, & Trondi, R. R. (1996). Simplified bem analysis of pile groups. In Proceedings. Edinburgh: Civil-Comp Press.
NLM
Paiva JB de, Trondi RR. Simplified bem analysis of pile groups. Proceedings. 1996 ;[citado 2025 nov. 19 ]
Vancouver
Paiva JB de, Trondi RR. Simplified bem analysis of pile groups. Proceedings. 1996 ;[citado 2025 nov. 19 ]
Trabalho de evento
Algorithm for parallel assembling of the stiffness matrix of structural analysis (1994)
Rezende, M N; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODOS NUMÉRICOS, ALGORITMOS E ESTRUTURAS DE DADOS
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ABNT
REZENDE, M N e PAIVA, João Batista de. Algorithm for parallel assembling of the stiffness matrix of structural analysis. 1994, Anais.. Edinburgh: Civil-Comp Press, 1994. . Acesso em: 19 nov. 2025.
APA
Rezende, M. N., & Paiva, J. B. de. (1994). Algorithm for parallel assembling of the stiffness matrix of structural analysis. In Proceedings. Edinburgh: Civil-Comp Press.
NLM
Rezende MN, Paiva JB de. Algorithm for parallel assembling of the stiffness matrix of structural analysis. Proceedings. 1994 ;[citado 2025 nov. 19 ]
Vancouver
Rezende MN, Paiva JB de. Algorithm for parallel assembling of the stiffness matrix of structural analysis. Proceedings. 1994 ;[citado 2025 nov. 19 ]

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