ReP USP - Resultado da busca

Artigo de periodico
Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study (2024)
Ribeiro, Tiago; Bernardo, Luis; Carrazedo, Ricardo ; De Domenico, Dario
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Subjects: CONSTRUÇÃO CIVIL, TOPOLOGIA, ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Tiago et al. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study. Structural and Multidisciplinary Optimization, v. 67, n. 6, p. 1-34, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s00158-024-03799-7. Acesso em: 21 jul. 2024.
APA
Ribeiro, T., Bernardo, L., Carrazedo, R., & De Domenico, D. (2024). Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study. Structural and Multidisciplinary Optimization, 67( 6), 1-34. doi:10.1007/s00158-024-03799-7
NLM
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study [Internet]. Structural and Multidisciplinary Optimization. 2024 ; 67( 6): 1-34.[citado 2024 jul. 21 ] Available from: https://dx.doi.org/10.1007/s00158-024-03799-7
Vancouver
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study [Internet]. Structural and Multidisciplinary Optimization. 2024 ; 67( 6): 1-34.[citado 2024 jul. 21 ] Available from: https://dx.doi.org/10.1007/s00158-024-03799-7
Artigo de periodico
Seismic design of bolted connections in steel structures: a critical assessment of practice and research (2022)
Ribeiro, Tiago; Bernardo, Luis; Carrazedo, Ricardo ; De Domenico, Dario
Source: Structures. Unidade: EESC
Subjects: ESTRUTURAS, SISMOLOGIA, AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Tiago et al. Seismic design of bolted connections in steel structures: a critical assessment of practice and research. Structures, v. 12, p. 1-44, 2022Tradução . . Disponível em: http://dx.doi.org/10.3390/buildings12010032. Acesso em: 21 jul. 2024.
APA
Ribeiro, T., Bernardo, L., Carrazedo, R., & De Domenico, D. (2022). Seismic design of bolted connections in steel structures: a critical assessment of practice and research. Structures, 12, 1-44. doi:10.3390/buildings12010032
NLM
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Seismic design of bolted connections in steel structures: a critical assessment of practice and research [Internet]. Structures. 2022 ; 12 1-44.[citado 2024 jul. 21 ] Available from: http://dx.doi.org/10.3390/buildings12010032
Vancouver
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Seismic design of bolted connections in steel structures: a critical assessment of practice and research [Internet]. Structures. 2022 ; 12 1-44.[citado 2024 jul. 21 ] Available from: http://dx.doi.org/10.3390/buildings12010032
Artigo de periodico
Boundary layer effects in a finite linearly elastic peridynamic bar (2018)
Aguiar, Adair Roberto; Patriota, Tuulio V. Berbert; Royer-Carfagni, Gianni; Seitenfuss, Alan B.
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS DE FREDHOLM, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto et al. Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, v. 15, n. 10 (thematic section), p. 1-14, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254337. Acesso em: 21 jul. 2024.
APA
Aguiar, A. R., Patriota, T. V. B., Royer-Carfagni, G., & Seitenfuss, A. B. (2018). Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, 15( 10 (thematic section), 1-14. doi:10.1590/1679-78254337
NLM
Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.[citado 2024 jul. 21 ] Available from: https://doi.org/10.1590/1679-78254337
Vancouver
Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.[citado 2024 jul. 21 ] Available from: https://doi.org/10.1590/1679-78254337
Artigo de periodico
Wiggly strain localizations in peridynamic bars with non-convex potential (2018)
Aguiar, Adair Roberto; Royer-Carfagni, Gianni F.; Seitenfuss, Alan Bourscheidt
Source: International Journal of Solids and Structures. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto e ROYER-CARFAGNI, Gianni F. e SEITENFUSS, Alan Bourscheidt. Wiggly strain localizations in peridynamic bars with non-convex potential. International Journal of Solids and Structures, v. 138, p. 1-12, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2017.12.023. Acesso em: 21 jul. 2024.
APA
Aguiar, A. R., Royer-Carfagni, G. F., & Seitenfuss, A. B. (2018). Wiggly strain localizations in peridynamic bars with non-convex potential. International Journal of Solids and Structures, 138, 1-12. doi:10.1016/j.ijsolstr.2017.12.023
NLM
Aguiar AR, Royer-Carfagni GF, Seitenfuss AB. Wiggly strain localizations in peridynamic bars with non-convex potential [Internet]. International Journal of Solids and Structures. 2018 ; 138 1-12.[citado 2024 jul. 21 ] Available from: https://doi.org/10.1016/j.ijsolstr.2017.12.023
Vancouver
Aguiar AR, Royer-Carfagni GF, Seitenfuss AB. Wiggly strain localizations in peridynamic bars with non-convex potential [Internet]. International Journal of Solids and Structures. 2018 ; 138 1-12.[citado 2024 jul. 21 ] Available from: https://doi.org/10.1016/j.ijsolstr.2017.12.023
Trabalho de evento
One-dimensional investigation of boundary-layer effects in peridynamics (2017)
Aguiar, Adair Roberto; Carfagni, Gianni Royer; Seitenfuss, Alan Bourscheidt
Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS DE FREDHOLM, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Adair Roberto e CARFAGNI, Gianni Royer e SEITENFUSS, Alan Bourscheidt. One-dimensional investigation of boundary-layer effects in peridynamics. 2017, Anais.. Joinville, SC: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2017. . Acesso em: 21 jul. 2024.
APA
Aguiar, A. R., Carfagni, G. R., & Seitenfuss, A. B. (2017). One-dimensional investigation of boundary-layer effects in peridynamics. In Proceedings of MECSOL. Joinville, SC: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Aguiar AR, Carfagni GR, Seitenfuss AB. One-dimensional investigation of boundary-layer effects in peridynamics. Proceedings of MECSOL. 2017 ;[citado 2024 jul. 21 ]
Vancouver
Aguiar AR, Carfagni GR, Seitenfuss AB. One-dimensional investigation of boundary-layer effects in peridynamics. Proceedings of MECSOL. 2017 ;[citado 2024 jul. 21 ]
Trabalho de evento
Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks (2016)
Ramalho, Marcio Antonio; Taliercio, Alberto
Source: Proceedings. Conference titles: International Brick and Block Masonry Conference - IB2MAC. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CONCRETO, FIBRAS VEGETAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RAMALHO, Marcio Antonio e TALIERCIO, Alberto. Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks. 2016, Anais.. London, UK: Taylor & Francis, 2016. Disponível em: http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf. Acesso em: 21 jul. 2024.
APA
Ramalho, M. A., & Taliercio, A. (2016). Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks. In Proceedings. London, UK: Taylor & Francis. Recuperado de http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf
NLM
Ramalho MA, Taliercio A. Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks [Internet]. Proceedings. 2016 ;[citado 2024 jul. 21 ] Available from: http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf
Vancouver
Ramalho MA, Taliercio A. Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks [Internet]. Proceedings. 2016 ;[citado 2024 jul. 21 ] Available from: http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf
Artigo de periodico-carta/editorial
Special issue: civil-comp (2015)
Tsompanakis, Y.; Iványi, P.; Beck, André Teófilo; Beer, M.; Neves, L. F. Costa; Girardi, M.; Jensen, H. A. J.; Marti, K.; Rizzi, N. L.; Silva, J. G. Santos da; Taflanidis, A. A.; Topping, B. H. V
Source: Advances in Engineering Software. Unidade: EESC
Assunto: ENGENHARIA CIVIL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSOMPANAKIS, Y. et al. Special issue: civil-comp. Advances in Engineering Software. Kidlington, Oxford, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. Disponível em: http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf. Acesso em: 21 jul. 2024. , 2015
APA
Tsompanakis, Y., Iványi, P., Beck, A. T., Beer, M., Neves, L. F. C., Girardi, M., et al. (2015). Special issue: civil-comp. Advances in Engineering Software. Kidlington, Oxford, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf
NLM
Tsompanakis Y, Iványi P, Beck AT, Beer M, Neves LFC, Girardi M, Jensen HAJ, Marti K, Rizzi NL, Silva JGS da, Taflanidis AA, Topping BHV. Special issue: civil-comp [Internet]. Advances in Engineering Software. 2015 ; 89 1-2.[citado 2024 jul. 21 ] Available from: http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf
Vancouver
Tsompanakis Y, Iványi P, Beck AT, Beer M, Neves LFC, Girardi M, Jensen HAJ, Marti K, Rizzi NL, Silva JGS da, Taflanidis AA, Topping BHV. Special issue: civil-comp [Internet]. Advances in Engineering Software. 2015 ; 89 1-2.[citado 2024 jul. 21 ] Available from: http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf
Artigo de periodico
A non-local anisotropic damage model for brittle materials (2007)
Ramalho, Marcio Antonio; Papa, E.; Taliercio, A.
Source: Transactions on the Built Environment. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CONCRETO, DANO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RAMALHO, Marcio Antonio e PAPA, E. e TALIERCIO, A. A non-local anisotropic damage model for brittle materials. Transactions on the Built Environment, v. 95, p. 505-514, 2007Tradução . . Disponível em: https://doi.org/10.2495/STR070471. Acesso em: 21 jul. 2024.
APA
Ramalho, M. A., Papa, E., & Taliercio, A. (2007). A non-local anisotropic damage model for brittle materials. Transactions on the Built Environment, 95, 505-514. doi:10.2495/STR070471
NLM
Ramalho MA, Papa E, Taliercio A. A non-local anisotropic damage model for brittle materials [Internet]. Transactions on the Built Environment. 2007 ; 95 505-514.[citado 2024 jul. 21 ] Available from: https://doi.org/10.2495/STR070471
Vancouver
Ramalho MA, Papa E, Taliercio A. A non-local anisotropic damage model for brittle materials [Internet]. Transactions on the Built Environment. 2007 ; 95 505-514.[citado 2024 jul. 21 ] Available from: https://doi.org/10.2495/STR070471

USP Schools

ReP

Filtros

Authors

Date published

Subjects

Source title

Indexado em

Non normalized affiliation

Countries of institutions of collaboration