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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: 08 dez. 2025.
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 2025 dez. 08 ] 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 2025 dez. 08 ] 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
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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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: 08 dez. 2025.
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 2025 dez. 08 ] 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 2025 dez. 08 ] Available from: https://doi.org/10.4203/ccp.108.27
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: 08 dez. 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 dez. 08 ] 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 dez. 08 ] 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: 08 dez. 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 dez. 08 ] 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 dez. 08 ] Available from: https://doi.org/10.4203/ccp.106.196
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: 08 dez. 2025.
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 2025 dez. 08 ] 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 2025 dez. 08 ] 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: 08 dez. 2025.
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 2025 dez. 08 ]
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 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
Vancouver
Kataoka MN, El Debs ALH de C. A study of modelling composite connections in two and three dimensions. Proceedings. 2012 ;[citado 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
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 dez. 08 ]
Trabalho de evento
Numerical analysis of compressed cold formed steel members considering initial geometric imperfections (2009)
Almeida, Saulo José de Castro; Munaiar Neto, Jorge ; Malite, Maximiliano
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, COLUNAS
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ABNT
ALMEIDA, Saulo José de Castro e MUNAIAR NETO, Jorge e MALITE, Maximiliano. Numerical analysis of compressed cold formed steel members considering initial geometric imperfections. 2009, Anais.. Stirlingshire: Civil-Comp Press, 2009. . Acesso em: 08 dez. 2025.
APA
Almeida, S. J. de C., Munaiar Neto, J., & Malite, M. (2009). Numerical analysis of compressed cold formed steel members considering initial geometric imperfections. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Almeida SJ de C, Munaiar Neto J, Malite M. Numerical analysis of compressed cold formed steel members considering initial geometric imperfections. Proceedings. 2009 ;[citado 2025 dez. 08 ]
Vancouver
Almeida SJ de C, Munaiar Neto J, Malite M. Numerical analysis of compressed cold formed steel members considering initial geometric imperfections. Proceedings. 2009 ;[citado 2025 dez. 08 ]
Trabalho de evento
Analyzing infinite three-dimensional problems with an alternative non-homogeneous BEM technique (2008)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, TERCEIRA DIMENSÃO, MÉTODOS NUMÉRICOS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. Analyzing infinite three-dimensional problems with an alternative non-homogeneous BEM technique. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 08 dez. 2025.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2008). Analyzing infinite three-dimensional problems with an alternative non-homogeneous BEM technique. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Ribeiro DB, Paiva JB de. Analyzing infinite three-dimensional problems with an alternative non-homogeneous BEM technique. Proceedings. 2008 ;[citado 2025 dez. 08 ]
Vancouver
Ribeiro DB, Paiva JB de. Analyzing infinite three-dimensional problems with an alternative non-homogeneous BEM technique. Proceedings. 2008 ;[citado 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
Vancouver
Paiva JB de, Mendonça ÂV. A boundary element - differential equation method coupling for plate-beam interaction. Proceedings. 2008 ;[citado 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
Vancouver
Waidemam L, Venturini WS, Coda HB. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. Proceedings. 2008 ;[citado 2025 dez. 08 ]
Trabalho de evento
Analysis of 3D flat shell structures by the boundary element method (2005)
Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
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ABNT
MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. Analysis of 3D flat shell structures by the boundary element method. 2005, Anais.. Stirling: Civil-Comp Press, 2005. . Acesso em: 08 dez. 2025.
APA
Mendonça, Â. V., & Paiva, J. B. de. (2005). Analysis of 3D flat shell structures by the boundary element method. In Proceedings. Stirling: Civil-Comp Press.
NLM
Mendonça ÂV, Paiva JB de. Analysis of 3D flat shell structures by the boundary element method. Proceedings. 2005 ;[citado 2025 dez. 08 ]
Vancouver
Mendonça ÂV, Paiva JB de. Analysis of 3D flat shell structures by the boundary element method. Proceedings. 2005 ;[citado 2025 dez. 08 ]
Trabalho de evento
Reliability analysis for human comfort under random vibration (2005)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, DINÂMICA DAS ESTRUTURAS
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ABNT
LAIER, José Elias. Reliability analysis for human comfort under random vibration. 2005, Anais.. Stirling: Civil-Comp Press, 2005. . Acesso em: 08 dez. 2025.
APA
Laier, J. E. (2005). Reliability analysis for human comfort under random vibration. In Proceedings. Stirling: Civil-Comp Press.
NLM
Laier JE. Reliability analysis for human comfort under random vibration. Proceedings. 2005 ;[citado 2025 dez. 08 ]
Vancouver
Laier JE. Reliability analysis for human comfort under random vibration. Proceedings. 2005 ;[citado 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
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 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
Vancouver
Mendonça ÂV, Paiva JB de. A three-parameter boundary element formulation for bending plates under initial fields. Proceedings. 2004 ;[citado 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
Vancouver
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams and slabs. Proceedings. 2004 ;[citado 2025 dez. 08 ]
Trabalho de evento
An alternative BEM formulation for pile/layered soil interaction (2004)
Almeida, Valério da Silva ; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, Valério da Silva e PAIVA, João Batista de. An alternative BEM formulation for pile/layered soil interaction. 2004, Anais.. Stirling: Civil-Comp Press, 2004. Disponível em: https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf. Acesso em: 08 dez. 2025.
APA
Almeida, V. da S., & Paiva, J. B. de. (2004). An alternative BEM formulation for pile/layered soil interaction. In Proceedings. Stirling: Civil-Comp Press. Recuperado de https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf
NLM
Almeida V da S, Paiva JB de. An alternative BEM formulation for pile/layered soil interaction [Internet]. Proceedings. 2004 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf
Vancouver
Almeida V da S, Paiva JB de. An alternative BEM formulation for pile/layered soil interaction [Internet]. Proceedings. 2004 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf
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)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Rodrigo de Carvalho e VENTURINI, Wilson Sérgio. Statistical analysis of reinforced concrete structures. 2000, Anais.. Edinburg: Civil-Comp Press, 2000. . Acesso em: 08 dez. 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 dez. 08 ]
Vancouver
Soares R de C, Venturini WS. Statistical analysis of reinforced concrete structures. Proceedings. 2000 ;[citado 2025 dez. 08 ]
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: 08 dez. 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 dez. 08 ]
Vancouver
Laier JE. Dispersive and spurious reflections of the Timoshenko's flexural waves in numerical simulations. Proceedings. 2000 ;[citado 2025 dez. 08 ]

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