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Trabalho de evento
Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads (2025)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, CISALHAMENTO, PONTES, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de et al. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf. Acesso em: 08 dez. 2025.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Prado, L. P., & El Debs, M. K. (2025). Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
NLM
Sousa AMD de, Lantsoght EOL, Prado LP, El Debs MK. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads [Internet]. Proceedings. 2025 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
Vancouver
Sousa AMD de, Lantsoght EOL, Prado LP, El Debs MK. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads [Internet]. Proceedings. 2025 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
Trabalho de evento
Probabilistic analysis of the corrosion initiation in concrete structures sujjected to chloride ingress using the boundary element method (2020)
Souza, Vinicius de Barros; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS DE CONTORNO, CORROSÃO, ESTRUTURAS
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ABNT
SOUZA, Vinicius de Barros e LEONEL, Edson Denner. Probabilistic analysis of the corrosion initiation in concrete structures sujjected to chloride ingress using the boundary element method. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/6dfbf609-0a98-43e3-9274-34441a6338de/APDF69~1.PDF. Acesso em: 08 dez. 2025.
APA
Souza, V. de B., & Leonel, E. D. (2020). Probabilistic analysis of the corrosion initiation in concrete structures sujjected to chloride ingress using the boundary element method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/6dfbf609-0a98-43e3-9274-34441a6338de/APDF69~1.PDF
NLM
Souza V de B, Leonel ED. Probabilistic analysis of the corrosion initiation in concrete structures sujjected to chloride ingress using the boundary element method [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/6dfbf609-0a98-43e3-9274-34441a6338de/APDF69~1.PDF
Vancouver
Souza V de B, Leonel ED. Probabilistic analysis of the corrosion initiation in concrete structures sujjected to chloride ingress using the boundary element method [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/6dfbf609-0a98-43e3-9274-34441a6338de/APDF69~1.PDF
Trabalho de evento
An overview on the application of FRC as a structural material in Brazil and future trends (2018)
Figueiredo, Antonio Domingues de
Source: Proceedings. Conference titles: Brazilian Conference on Composite Materials - BCCM. Unidade: EP
Subjects: CONCRETO REFORÇADO COM FIBRAS, TÚNEIS, ESTRUTURAS DE CONCRETO
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ABNT
FIGUEIREDO, Antonio Domingues de. An overview on the application of FRC as a structural material in Brazil and future trends. 2018, Anais.. Rio de Janeiro, RJ: PUC-RJ, 2018. Disponível em: https://doi.org/10.21452/bccm4.2018.02.15. Acesso em: 08 dez. 2025.
APA
Figueiredo, A. D. de. (2018). An overview on the application of FRC as a structural material in Brazil and future trends. In Proceedings. Rio de Janeiro, RJ: PUC-RJ. doi:10.21452/bccm4.2018.02.15
NLM
Figueiredo AD de. An overview on the application of FRC as a structural material in Brazil and future trends [Internet]. Proceedings. 2018 ;[citado 2025 dez. 08 ] Available from: https://doi.org/10.21452/bccm4.2018.02.15
Vancouver
Figueiredo AD de. An overview on the application of FRC as a structural material in Brazil and future trends [Internet]. Proceedings. 2018 ;[citado 2025 dez. 08 ] Available from: https://doi.org/10.21452/bccm4.2018.02.15
Trabalho de evento
Sliding stability analysis of concrete dams based on reliability (2018)
Pires, Kironi Oliveira ; Futai, Marcos Massao ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo
Source: Proceedings. Conference titles: International DAM World Conference. Unidades: EP, EESC
Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS
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ABNT
PIRES, Kironi Oliveira et al. Sliding stability analysis of concrete dams based on reliability. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 08 dez. 2025.
APA
Pires, K. O., Futai, M. M., Bittencourt, T. N., & Beck, A. T. (2018). Sliding stability analysis of concrete dams based on reliability. In Proceedings. Lisboa, Portugal: LNEC.
NLM
Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2025 dez. 08 ]
Vancouver
Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2025 dez. 08 ]
Trabalho de evento
Optimal robust design of concrete gravity DAM considering expected consequences of failure (2018)
Beck, André Teófilo
Source: Proceedings. Conference titles: International DAM World Conference. Unidade: EESC
Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ANÁLISE DE RISCO, ESTRUTURAS
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ABNT
BECK, André Teófilo. Optimal robust design of concrete gravity DAM considering expected consequences of failure. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 08 dez. 2025.
APA
Beck, A. T. (2018). Optimal robust design of concrete gravity DAM considering expected consequences of failure. In Proceedings. Lisboa, Portugal: LNEC.
NLM
Beck AT. Optimal robust design of concrete gravity DAM considering expected consequences of failure. Proceedings. 2018 ;[citado 2025 dez. 08 ]
Vancouver
Beck AT. Optimal robust design of concrete gravity DAM considering expected consequences of failure. Proceedings. 2018 ;[citado 2025 dez. 08 ]
Trabalho de evento
Modelagem da influência e retratação em estruturas de concreto sujeitas à reação álcali-sílica (2017)
Balabuch, Tito José Rodrigues; Posterlli, Mariana Corrêa; Félix, Emerson Felipe; Carrazedo, Rogério
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO, ESTRUTURAS
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ABNT
BALABUCH, Tito José Rodrigues et al. Modelagem da influência e retratação em estruturas de concreto sujeitas à reação álcali-sílica. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 08 dez. 2025.
APA
Balabuch, T. J. R., Posterlli, M. C., Félix, E. F., & Carrazedo, R. (2017). Modelagem da influência e retratação em estruturas de concreto sujeitas à reação álcali-sílica. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Balabuch TJR, Posterlli MC, Félix EF, Carrazedo R. Modelagem da influência e retratação em estruturas de concreto sujeitas à reação álcali-sílica. Proceedings. 2017 ;[citado 2025 dez. 08 ]
Vancouver
Balabuch TJR, Posterlli MC, Félix EF, Carrazedo R. Modelagem da influência e retratação em estruturas de concreto sujeitas à reação álcali-sílica. Proceedings. 2017 ;[citado 2025 dez. 08 ]
Trabalho de evento
Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures (2016)
Portela, Enson de Lima ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EP, EESC
Subjects: CORROSÃO, ESTRUTURAS DE CONCRETO
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ABNT
PORTELA, Enson de Lima e BITTENCOURT, Túlio Nogueira e BECK, André Teófilo. Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. 2016, Anais.. London, UK: Taylor & Francis Group, 2016. . Acesso em: 08 dez. 2025.
APA
Portela, E. de L., Bittencourt, T. N., & Beck, A. T. (2016). Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. In Proceedings. London, UK: Taylor & Francis Group.
NLM
Portela E de L, Bittencourt TN, Beck AT. Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. Proceedings. 2016 ;[citado 2025 dez. 08 ]
Vancouver
Portela E de L, Bittencourt TN, Beck AT. Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. Proceedings. 2016 ;[citado 2025 dez. 08 ]
Trabalho de evento
Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures (2015)
Portela, Enson de Lima ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EP, EESC
Subjects: ESTRUTURAS DE CONCRETO, DIÓXIDO DE CARBONO
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ABNT
PORTELA, Enson de Lima e BITTENCOURT, Túlio Nogueira e BECK, André Teófilo. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. 2015, Anais.. Rio de Janeiro, RJ: PUC-RJ, 2015. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2015-0273. Acesso em: 08 dez. 2025.
APA
Portela, E. de L., Bittencourt, T. N., & Beck, A. T. (2015). Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. In Proceedings. Rio de Janeiro, RJ: PUC-RJ. doi:10.20906/CPS/CILAMCE2015-0273
NLM
Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 dez. 08 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273
Vancouver
Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 dez. 08 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273
Trabalho de evento
Multi-region boundary element method and tangent operator technique applied to crack propagation modelling in concrete structures (2015)
Cordeiro, Sérgio Gustavo Ferreira; Leonel, Edson Denner
Source: Proceedings. Conference titles: Pan-American Congress on Computational Mechanics - PANACM. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS DE CONCRETO
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ABNT
CORDEIRO, Sérgio Gustavo Ferreira e LEONEL, Edson Denner. Multi-region boundary element method and tangent operator technique applied to crack propagation modelling in concrete structures. 2015, Anais.. Barcelona: CIMNE, 2015. Disponível em: http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf. Acesso em: 08 dez. 2025.
APA
Cordeiro, S. G. F., & Leonel, E. D. (2015). Multi-region boundary element method and tangent operator technique applied to crack propagation modelling in concrete structures. In Proceedings. Barcelona: CIMNE. Recuperado de http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf
NLM
Cordeiro SGF, Leonel ED. Multi-region boundary element method and tangent operator technique applied to crack propagation modelling in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 dez. 08 ] Available from: http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf
Vancouver
Cordeiro SGF, Leonel ED. Multi-region boundary element method and tangent operator technique applied to crack propagation modelling in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 dez. 08 ] Available from: http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf
Trabalho de evento
Mechanical and reliability analyses of reinforced concrete structures subjected to corrosive effects caused by chloride ions penetration (2015)
Pellizzer, Giovanni Pais; Leonel, Edson Denner ; Nogueira, Caio Gorla
Source: Proceedings. Conference titles: Pan-American Congress on Computational Mechanics - PANACM. Unidade: EESC
Subjects: CONCRETO ARMADO (CONFIABILIDADE), ESTRUTURAS DE CONCRETO, CORROSÃO
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ABNT
PELLIZZER, Giovanni Pais e LEONEL, Edson Denner e NOGUEIRA, Caio Gorla. Mechanical and reliability analyses of reinforced concrete structures subjected to corrosive effects caused by chloride ions penetration. 2015, Anais.. Barcelona: CIMNE, 2015. Disponível em: http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf. Acesso em: 08 dez. 2025.
APA
Pellizzer, G. P., Leonel, E. D., & Nogueira, C. G. (2015). Mechanical and reliability analyses of reinforced concrete structures subjected to corrosive effects caused by chloride ions penetration. In Proceedings. Barcelona: CIMNE. Recuperado de http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf
NLM
Pellizzer GP, Leonel ED, Nogueira CG. Mechanical and reliability analyses of reinforced concrete structures subjected to corrosive effects caused by chloride ions penetration [Internet]. Proceedings. 2015 ;[citado 2025 dez. 08 ] Available from: http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf
Vancouver
Pellizzer GP, Leonel ED, Nogueira CG. Mechanical and reliability analyses of reinforced concrete structures subjected to corrosive effects caused by chloride ions penetration [Internet]. Proceedings. 2015 ;[citado 2025 dez. 08 ] Available from: http://congress.cimne.com/panacm2015/frontal/doc/EbookPANACM2015.pdf
Trabalho de evento
Interpretation of force and acceleration signals during hammer impact in ST tests (2011)
Lukiantchuki, Juliana Azoia; Esquivel, Edmundo Rogério ; Bernardes, George de Paula
Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, GEOTECNIA, FUNDAÇÕES (ENGENHARIA)
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ABNT
LUKIANTCHUKI, Juliana Azoia e ESQUIVEL, Edmundo Rogério e BERNARDES, George de Paula. Interpretation of force and acceleration signals during hammer impact in ST tests. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf. Acesso em: 08 dez. 2025.
APA
Lukiantchuki, J. A., Esquivel, E. R., & Bernardes, G. de P. (2011). Interpretation of force and acceleration signals during hammer impact in ST tests. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
NLM
Lukiantchuki JA, Esquivel ER, Bernardes G de P. Interpretation of force and acceleration signals during hammer impact in ST tests [Internet]. Proceedings. 2011 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
Vancouver
Lukiantchuki JA, Esquivel ER, Bernardes G de P. Interpretation of force and acceleration signals during hammer impact in ST tests [Internet]. Proceedings. 2011 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
Monografia/livro-ed/org
Fifth ACI/CANMET (2008)
Figueiredo, E. P. (Editor); Holland, T. C. (Editor); Malhotra, V. M. (Editor); Helene, Paulo R. L. (Editor)
Source: Proceedings. Conference titles: International ACI/CANMET Conference on High-Performance Concrete Structures an Materials. Unidade: EP
Assunto: ESTRUTURAS DE CONCRETO
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ABNT
Fifth ACI/CANMET. Proceedings. Farmington Hills, Michigan: American Concrete Institute. Disponível em: https://repositorio.usp.br/directbitstream/dcf61a92-c6b3-4477-ac24-5a6bf70afbea/Helene-2008-fifth%20ACI%20CANMET.pdf. Acesso em: 08 dez. 2025. , 2008
APA
Fifth ACI/CANMET. (2008). Fifth ACI/CANMET. Proceedings. Farmington Hills, Michigan: American Concrete Institute. Recuperado de https://repositorio.usp.br/directbitstream/dcf61a92-c6b3-4477-ac24-5a6bf70afbea/Helene-2008-fifth%20ACI%20CANMET.pdf
NLM
Fifth ACI/CANMET [Internet]. Proceedings. 2008 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/dcf61a92-c6b3-4477-ac24-5a6bf70afbea/Helene-2008-fifth%20ACI%20CANMET.pdf
Vancouver
Fifth ACI/CANMET [Internet]. Proceedings. 2008 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/dcf61a92-c6b3-4477-ac24-5a6bf70afbea/Helene-2008-fifth%20ACI%20CANMET.pdf
Trabalho de evento
Determination of concrete fracture toughness from modal dynamic response of notched beams (2007)
Ferreira, Luiz Eduardo Teixeira; Hanai, João Bento de; Vareda, Luiz Vicente; Almeida, Sandra Freire de; Silva, Amaury Ignácio da; Sousa, José Luiz Antunes de Oliveira e
Source: Proceedings. Conference titles: International Conference on Fracture Mechanics of Concrete and Concrete Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, MECÂNICA DA FRATURA
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ABNT
FERREIRA, Luiz Eduardo Teixeira et al. Determination of concrete fracture toughness from modal dynamic response of notched beams. 2007, Anais.. London: Taylor & Francis Group, 2007. . Acesso em: 08 dez. 2025.
APA
Ferreira, L. E. T., Hanai, J. B. de, Vareda, L. V., Almeida, S. F. de, Silva, A. I. da, & Sousa, J. L. A. de O. e. (2007). Determination of concrete fracture toughness from modal dynamic response of notched beams. In Proceedings. London: Taylor & Francis Group.
NLM
Ferreira LET, Hanai JB de, Vareda LV, Almeida SF de, Silva AI da, Sousa JLA de O e. Determination of concrete fracture toughness from modal dynamic response of notched beams. Proceedings. 2007 ;[citado 2025 dez. 08 ]
Vancouver
Ferreira LET, Hanai JB de, Vareda LV, Almeida SF de, Silva AI da, Sousa JLA de O e. Determination of concrete fracture toughness from modal dynamic response of notched beams. Proceedings. 2007 ;[citado 2025 dez. 08 ]
Trabalho de evento
Análise probabilística de estruturas de concreto considerando os efeitos dependentes do tempo (2005)
Merlin, Andrei José; El Debs, Mounir Khalil
Source: Proceedings. Conference titles: Iberian Latin American Congress on Computational Methods in Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, FLUÊNCIA DOS MATERIAIS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
MERLIN, Andrei José e EL DEBS, Mounir Khalil. Análise probabilística de estruturas de concreto considerando os efeitos dependentes do tempo. 2005, Anais.. Vitória: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 08 dez. 2025.
APA
Merlin, A. J., & El Debs, M. K. (2005). Análise probabilística de estruturas de concreto considerando os efeitos dependentes do tempo. In Proceedings. Vitória: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Merlin AJ, El Debs MK. Análise probabilística de estruturas de concreto considerando os efeitos dependentes do tempo. Proceedings. 2005 ;[citado 2025 dez. 08 ]
Vancouver
Merlin AJ, El Debs MK. Análise probabilística de estruturas de concreto considerando os efeitos dependentes do tempo. Proceedings. 2005 ;[citado 2025 dez. 08 ]
Trabalho de evento
Experimental analysis of interface between CFRP and concrete using cylindrical specimens (2003)
Santos, Antônio Carlos dos; Bittencourt, Túlio Nogueira ; Gettu, Ravindra
Source: Proceedings. Conference titles: International Symposium on FRP Reiforcement for Concrete Structures (FRPRCS-6. Unidade: EP
Assunto: ESTRUTURAS DE CONCRETO
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ABNT
SANTOS, Antônio Carlos dos e BITTENCOURT, Túlio Nogueira e GETTU, Ravindra. Experimental analysis of interface between CFRP and concrete using cylindrical specimens. 2003, Anais.. Singapore: World Scientific, 2003. Disponível em: https://repositorio.usp.br/directbitstream/f5aa8616-2e8f-4cfb-8268-6371238798fc/Bittencourt-2003-experimental.pdf. Acesso em: 08 dez. 2025.
APA
Santos, A. C. dos, Bittencourt, T. N., & Gettu, R. (2003). Experimental analysis of interface between CFRP and concrete using cylindrical specimens. In Proceedings. Singapore: World Scientific. Recuperado de https://repositorio.usp.br/directbitstream/f5aa8616-2e8f-4cfb-8268-6371238798fc/Bittencourt-2003-experimental.pdf
NLM
Santos AC dos, Bittencourt TN, Gettu R. Experimental analysis of interface between CFRP and concrete using cylindrical specimens [Internet]. Proceedings. 2003 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/f5aa8616-2e8f-4cfb-8268-6371238798fc/Bittencourt-2003-experimental.pdf
Vancouver
Santos AC dos, Bittencourt TN, Gettu R. Experimental analysis of interface between CFRP and concrete using cylindrical specimens [Internet]. Proceedings. 2003 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/f5aa8616-2e8f-4cfb-8268-6371238798fc/Bittencourt-2003-experimental.pdf
Trabalho de evento
Numerical modelling of fracture and fatigue processes (2003)
Bittencourt, Túlio Nogueira ; Martha, Luiz Fernando; Castro, J.T.P.
Source: Proceedings. Conference titles: International Symposium on Recent Developments in the Modelling of Rupture in Solids. Unidade: EP
Subjects: ESTRUTURAS DE CONCRETO, MECÂNICA DA FRATURA
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ABNT
BITTENCOURT, Túlio Nogueira e MARTHA, Luiz Fernando e CASTRO, J.T.P. Numerical modelling of fracture and fatigue processes. 2003, Anais.. Foz do Iguaçu, Brazil: Escola Politécnica, Universidade de São Paulo, 2003. Disponível em: https://repositorio.usp.br/directbitstream/cdb98626-185e-4822-b7f8-d373782202a6/Bittencourt-2003-numerical%20modelling.pdf. Acesso em: 08 dez. 2025.
APA
Bittencourt, T. N., Martha, L. F., & Castro, J. T. P. (2003). Numerical modelling of fracture and fatigue processes. In Proceedings. Foz do Iguaçu, Brazil: Escola Politécnica, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/cdb98626-185e-4822-b7f8-d373782202a6/Bittencourt-2003-numerical%20modelling.pdf
NLM
Bittencourt TN, Martha LF, Castro JTP. Numerical modelling of fracture and fatigue processes [Internet]. Proceedings. 2003 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/cdb98626-185e-4822-b7f8-d373782202a6/Bittencourt-2003-numerical%20modelling.pdf
Vancouver
Bittencourt TN, Martha LF, Castro JTP. Numerical modelling of fracture and fatigue processes [Internet]. Proceedings. 2003 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/cdb98626-185e-4822-b7f8-d373782202a6/Bittencourt-2003-numerical%20modelling.pdf
Trabalho de evento
Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM] (2002)
Carrazedo, Ricardo ; Hanai, João Bento de; Takeuti, Adilson Roberto
Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC
Assunto: ESTRUTURAS DE CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Ricardo e HANAI, João Bento de e TAKEUTI, Adilson Roberto. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM]. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. Disponível em: https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf. Acesso em: 08 dez. 2025.
APA
Carrazedo, R., Hanai, J. B. de, & Takeuti, A. R. (2002). Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM]. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute. Recuperado de https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf
NLM
Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM] [Internet]. Proceedings. 2002 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf
Vancouver
Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM] [Internet]. Proceedings. 2002 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf
Trabalho de evento
A consistent reduction of reinforced concrete beam stiffness based on reliability analysis (2002)
Soares, Rodrigo de Carvalho; Mohamed, Alaa
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Rodrigo de Carvalho e MOHAMED, Alaa. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 08 dez. 2025.
APA
Soares, R. de C., & Mohamed, A. (2002). A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. In Proceedings. Vienna: IACM.
NLM
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2025 dez. 08 ]
Vancouver
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2025 dez. 08 ]
Trabalho de evento-resumo
Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps (2002)
Carrazedo, Ricardo ; Hanai, João Bento de; Takeuti, Adilson Roberto
Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC
Assunto: ESTRUTURAS DE CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Ricardo e HANAI, João Bento de e TAKEUTI, Adilson Roberto. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. Disponível em: https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf. Acesso em: 08 dez. 2025.
APA
Carrazedo, R., Hanai, J. B. de, & Takeuti, A. R. (2002). Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute. Recuperado de https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf
NLM
Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [Internet]. Proceedings. 2002 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf
Vancouver
Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [Internet]. Proceedings. 2002 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf
Trabalho de evento
Simulation of crack propagation in concrete using a lattice model for the masostructure (2001)
Wang, Tai Kang; Bittencourt, Túlio Nogueira
Source: Proceedings. Conference titles: Iberian Latin-America Congress on Computational Methods in Engineering. Unidade: EP
Subjects: ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
WANG, Tai Kang e BITTENCOURT, Túlio Nogueira. Simulation of crack propagation in concrete using a lattice model for the masostructure. 2001, Anais.. Campinas-Sp: UNICAMP, 2001. Disponível em: https://repositorio.usp.br/directbitstream/866b693d-4f94-40b3-b8fe-892607e83945/Bittencourt-2001-simulation.pdf. Acesso em: 08 dez. 2025.
APA
Wang, T. K., & Bittencourt, T. N. (2001). Simulation of crack propagation in concrete using a lattice model for the masostructure. In Proceedings. Campinas-Sp: UNICAMP. Recuperado de https://repositorio.usp.br/directbitstream/866b693d-4f94-40b3-b8fe-892607e83945/Bittencourt-2001-simulation.pdf
NLM
Wang TK, Bittencourt TN. Simulation of crack propagation in concrete using a lattice model for the masostructure [Internet]. Proceedings. 2001 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/866b693d-4f94-40b3-b8fe-892607e83945/Bittencourt-2001-simulation.pdf
Vancouver
Wang TK, Bittencourt TN. Simulation of crack propagation in concrete using a lattice model for the masostructure [Internet]. Proceedings. 2001 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/866b693d-4f94-40b3-b8fe-892607e83945/Bittencourt-2001-simulation.pdf

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