ReP USP - Resultado da busca

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: 28 jun. 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 jun. 28 ] 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 jun. 28 ] 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: 28 jun. 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 jun. 28 ] 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 jun. 28 ] 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
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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: 28 jun. 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 jun. 28 ] 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 jun. 28 ] 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: 28 jun. 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 jun. 28 ]
Vancouver
Aguiar AR, Carfagni GR, Seitenfuss AB. One-dimensional investigation of boundary-layer effects in peridynamics. Proceedings of MECSOL. 2017 ;[citado 2024 jun. 28 ]
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: 28 jun. 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 jun. 28 ] 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 jun. 28 ] 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: 28 jun. 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 jun. 28 ] 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 jun. 28 ] 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: 28 jun. 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 jun. 28 ] 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 jun. 28 ] Available from: https://doi.org/10.2495/STR070471

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