ReP USP - Resultado da busca

Trabalho de evento
Optimization of non-linear truss considering expected consequences of failure (2015)
Pedrosa, Thaís Gomes; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Applications of Statistics and Probability in Civil Engineering - ICASP. Unidade: EESC
Subjects: TRELIÇAS, ESTRUTURAS
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ABNT
PEDROSA, Thaís Gomes e BECK, André Teófilo. Optimization of non-linear truss considering expected consequences of failure. 2015, Anais.. Vancouver, Canada: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2015. Disponível em: https://circle.ubc.ca/bitstream/handle/2429/53186/Paper_151_Pedrosa.pdf?sequence=1. Acesso em: 15 nov. 2024.
APA
Pedrosa, T. G., & Beck, A. T. (2015). Optimization of non-linear truss considering expected consequences of failure. In Proceedings. Vancouver, Canada: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://circle.ubc.ca/bitstream/handle/2429/53186/Paper_151_Pedrosa.pdf?sequence=1
NLM
Pedrosa TG, Beck AT. Optimization of non-linear truss considering expected consequences of failure [Internet]. Proceedings. 2015 ;[citado 2024 nov. 15 ] Available from: https://circle.ubc.ca/bitstream/handle/2429/53186/Paper_151_Pedrosa.pdf?sequence=1
Vancouver
Pedrosa TG, Beck AT. Optimization of non-linear truss considering expected consequences of failure [Internet]. Proceedings. 2015 ;[citado 2024 nov. 15 ] Available from: https://circle.ubc.ca/bitstream/handle/2429/53186/Paper_151_Pedrosa.pdf?sequence=1
Trabalho de evento
Performance of surrogate modeling techniques in structural reliability (2015)
Kroetz, Henrique Machado; Beck, André Teófilo
Source: Proceedings. Conference titles: International Conference on Applications of Statistics and Probability in Civil Engineering - ICASP. Unidade: EESC
Subjects: REDES NEURAIS, ESTRUTURAS (CONFIABILIDADE)
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ABNT
KROETZ, Henrique Machado e BECK, André Teófilo. Performance of surrogate modeling techniques in structural reliability. 2015, Anais.. Vancouver, Canada: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2015. Disponível em: https://circle.ubc.ca/bitstream/handle/2429/53187/Paper_152_Kroetz.pdf?sequence=1. Acesso em: 15 nov. 2024.
APA
Kroetz, H. M., & Beck, A. T. (2015). Performance of surrogate modeling techniques in structural reliability. In Proceedings. Vancouver, Canada: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://circle.ubc.ca/bitstream/handle/2429/53187/Paper_152_Kroetz.pdf?sequence=1
NLM
Kroetz HM, Beck AT. Performance of surrogate modeling techniques in structural reliability [Internet]. Proceedings. 2015 ;[citado 2024 nov. 15 ] Available from: https://circle.ubc.ca/bitstream/handle/2429/53187/Paper_152_Kroetz.pdf?sequence=1
Vancouver
Kroetz HM, Beck AT. Performance of surrogate modeling techniques in structural reliability [Internet]. Proceedings. 2015 ;[citado 2024 nov. 15 ] Available from: https://circle.ubc.ca/bitstream/handle/2429/53187/Paper_152_Kroetz.pdf?sequence=1
Trabalho de evento
Numerical simulation of the temperature field in a wood-concrete composite cross section in fire (2014)
Molina, Julio Cesar; Calil Júnior, Carlito
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, INCÊNDIO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
MOLINA, Julio Cesar e CALIL JÚNIOR, Carlito. Numerical simulation of the temperature field in a wood-concrete composite cross section in fire. 2014, Anais.. [Quebec: s.n.], 2014. Disponível em: http://schd.ws/hosted_files/wcte2014/df/ABS047_Molina_web.pdf. Acesso em: 15 nov. 2024.
APA
Molina, J. C., & Calil Júnior, C. (2014). Numerical simulation of the temperature field in a wood-concrete composite cross section in fire. In Proceedings. [Quebec: s.n.]. Recuperado de http://schd.ws/hosted_files/wcte2014/df/ABS047_Molina_web.pdf
NLM
Molina JC, Calil Júnior C. Numerical simulation of the temperature field in a wood-concrete composite cross section in fire [Internet]. Proceedings. 2014 ;[citado 2024 nov. 15 ] Available from: http://schd.ws/hosted_files/wcte2014/df/ABS047_Molina_web.pdf
Vancouver
Molina JC, Calil Júnior C. Numerical simulation of the temperature field in a wood-concrete composite cross section in fire [Internet]. Proceedings. 2014 ;[citado 2024 nov. 15 ] Available from: http://schd.ws/hosted_files/wcte2014/df/ABS047_Molina_web.pdf
Trabalho de evento
Self tapping screws without pre-drilling for Brazilian reforestation species (2014)
Calil Neto, Carlito; Lahr, Francisco Antonio Rocco ; Calil Júnior, Carlito
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: ESTRUTURAS (ANÁLISE), PARAFUSOS, REFLORESTAMENTO
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ABNT
CALIL NETO, Carlito e LAHR, Francisco Antonio Rocco e CALIL JÚNIOR, Carlito. Self tapping screws without pre-drilling for Brazilian reforestation species. 2014, Anais.. [Quebec: s.n.], 2014. Disponível em: http://schd.ws/hosted_files/wcte2014/e8/ABS060_Calil_Neto_web.pdf. Acesso em: 15 nov. 2024.
APA
Calil Neto, C., Lahr, F. A. R., & Calil Júnior, C. (2014). Self tapping screws without pre-drilling for Brazilian reforestation species. In Proceedings. [Quebec: s.n.]. Recuperado de http://schd.ws/hosted_files/wcte2014/e8/ABS060_Calil_Neto_web.pdf
NLM
Calil Neto C, Lahr FAR, Calil Júnior C. Self tapping screws without pre-drilling for Brazilian reforestation species [Internet]. Proceedings. 2014 ;[citado 2024 nov. 15 ] Available from: http://schd.ws/hosted_files/wcte2014/e8/ABS060_Calil_Neto_web.pdf
Vancouver
Calil Neto C, Lahr FAR, Calil Júnior C. Self tapping screws without pre-drilling for Brazilian reforestation species [Internet]. Proceedings. 2014 ;[citado 2024 nov. 15 ] Available from: http://schd.ws/hosted_files/wcte2014/e8/ABS060_Calil_Neto_web.pdf
Trabalho de evento
Influence of preservative type in mechanical properties of OSB panels (2014)
Ferro, Fabiane Salles; Icimoto, Felipe Hideyoshi; Almeida, Diego Henrique de; Christoforo, André Luis; Lahr, Francisco Antonio Rocco
Source: Proceedings. Conference titles: International Forest Product Society Convention - FSP. Unidade: EESC
Subjects: MADEIRA, PAINÉIS
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ABNT
FERRO, Fabiane Salles et al. Influence of preservative type in mechanical properties of OSB panels. 2014, Anais.. [Quebec: s.n.], 2014. . Acesso em: 15 nov. 2024.
APA
Ferro, F. S., Icimoto, F. H., Almeida, D. H. de, Christoforo, A. L., & Lahr, F. A. R. (2014). Influence of preservative type in mechanical properties of OSB panels. In Proceedings. [Quebec: s.n.].
NLM
Ferro FS, Icimoto FH, Almeida DH de, Christoforo AL, Lahr FAR. Influence of preservative type in mechanical properties of OSB panels. Proceedings. 2014 ;[citado 2024 nov. 15 ]
Vancouver
Ferro FS, Icimoto FH, Almeida DH de, Christoforo AL, Lahr FAR. Influence of preservative type in mechanical properties of OSB panels. Proceedings. 2014 ;[citado 2024 nov. 15 ]
Trabalho de evento
Timber structures in Brazil: past, present and future (2014)
Calil Júnior, Carlito
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, PONTES DE MADEIRA, COBERTURAS
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ABNT
CALIL JÚNIOR, Carlito. Timber structures in Brazil: past, present and future. 2014, Anais.. [Quebec: s.n.], 2014. Disponível em: http://schd.ws/hosted_files/wcte2014/fd/ABS453_Calil_Junior_web.pdf. Acesso em: 15 nov. 2024.
APA
Calil Júnior, C. (2014). Timber structures in Brazil: past, present and future. In Proceedings. [Quebec: s.n.]. Recuperado de http://schd.ws/hosted_files/wcte2014/fd/ABS453_Calil_Junior_web.pdf
NLM
Calil Júnior C. Timber structures in Brazil: past, present and future [Internet]. Proceedings. 2014 ;[citado 2024 nov. 15 ] Available from: http://schd.ws/hosted_files/wcte2014/fd/ABS453_Calil_Junior_web.pdf
Vancouver
Calil Júnior C. Timber structures in Brazil: past, present and future [Internet]. Proceedings. 2014 ;[citado 2024 nov. 15 ] Available from: http://schd.ws/hosted_files/wcte2014/fd/ABS453_Calil_Junior_web.pdf
Trabalho de evento
Numerical and experimental analysis of cracks and failure mode of concrete block prisms (2013)
Ramalho, Marcio Antonio; Taliercio, Alberto
Source: Proceedings. Conference titles: Canadian Masonry Symposium - CMS. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, COMPRESSÃO (COMPUTABILIDADE E COMPLEXIDADE)
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ABNT
RAMALHO, Marcio Antonio e TALIERCIO, Alberto. Numerical and experimental analysis of cracks and failure mode of concrete block prisms. 2013, Anais.. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. . Acesso em: 15 nov. 2024.
APA
Ramalho, M. A., & Taliercio, A. (2013). Numerical and experimental analysis of cracks and failure mode of concrete block prisms. In Proceedings. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Ramalho MA, Taliercio A. Numerical and experimental analysis of cracks and failure mode of concrete block prisms. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Vancouver
Ramalho MA, Taliercio A. Numerical and experimental analysis of cracks and failure mode of concrete block prisms. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Trabalho de evento
Experimental analysis of the shear capacity of interconnected blockwork walls (2013)
Oliveira, Luciane Marcela Filizola de; Corrêa, Márcio Roberto Silva
Source: Proceedings. Conference titles: Canadian Masonry Symposium - CMS. Unidade: EESC
Subjects: BLOCOS, CONCRETO, ALVENARIA ARMADA, CISALHAMENTO, ARGILAS
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ABNT
OLIVEIRA, Luciane Marcela Filizola de e CORRÊA, Márcio Roberto Silva. Experimental analysis of the shear capacity of interconnected blockwork walls. 2013, Anais.. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. . Acesso em: 15 nov. 2024.
APA
Oliveira, L. M. F. de, & Corrêa, M. R. S. (2013). Experimental analysis of the shear capacity of interconnected blockwork walls. In Proceedings. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Oliveira LMF de, Corrêa MRS. Experimental analysis of the shear capacity of interconnected blockwork walls. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Vancouver
Oliveira LMF de, Corrêa MRS. Experimental analysis of the shear capacity of interconnected blockwork walls. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Trabalho de evento
Analysis of the contact area of concrete block masonry structures in relation to the type of mortar bedding and use of dimensional adjustment pieces (2013)
Soto Izquierdo, Orieta; Corrêa, Márcio Roberto Silva
Source: Proceedings. Conference titles: Canadian Masonry Symposium - CMS. Unidade: EESC
Subjects: ARGAMASSA, ALVENARIA ESTRUTURAL
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ABNT
SOTO IZQUIERDO, Orieta e CORRÊA, Márcio Roberto Silva. Analysis of the contact area of concrete block masonry structures in relation to the type of mortar bedding and use of dimensional adjustment pieces. 2013, Anais.. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. . Acesso em: 15 nov. 2024.
APA
Soto Izquierdo, O., & Corrêa, M. R. S. (2013). Analysis of the contact area of concrete block masonry structures in relation to the type of mortar bedding and use of dimensional adjustment pieces. In Proceedings. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Soto Izquierdo O, Corrêa MRS. Analysis of the contact area of concrete block masonry structures in relation to the type of mortar bedding and use of dimensional adjustment pieces. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Vancouver
Soto Izquierdo O, Corrêa MRS. Analysis of the contact area of concrete block masonry structures in relation to the type of mortar bedding and use of dimensional adjustment pieces. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Trabalho de evento
Development of a new test for determination of tensile strength of concrete blocks (2013)
Haach, Vladimir Guilherme; Vasconcelos, Graça; Lourenço, Paulo José Brandão Barbosa
Source: Proceedings. Conference titles: Canadian Masonry Symposium - CMS. Unidade: EESC
Subjects: BLOCOS, CONCRETO, RESISTÊNCIA A TRAÇÃO
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ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Development of a new test for determination of tensile strength of concrete blocks. 2013, Anais.. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. . Acesso em: 15 nov. 2024.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2013). Development of a new test for determination of tensile strength of concrete blocks. In Proceedings. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Haach VG, Vasconcelos G, Lourenço PJBB. Development of a new test for determination of tensile strength of concrete blocks. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Vancouver
Haach VG, Vasconcelos G, Lourenço PJBB. Development of a new test for determination of tensile strength of concrete blocks. Proceedings. 2013 ;[citado 2024 nov. 15 ]
Trabalho de evento
Torsion shear test for mortar joints in masonry: specimen preparation and experimental results (2009)
Masia, Mark J.; Petersen, R. B.; Han, Yan; Corrêa, Márcio Roberto Silva
Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: ALVENARIA ARMADA, ARGAMASSA, CISALHAMENTO
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ABNT
MASIA, Mark J. et al. Torsion shear test for mortar joints in masonry: specimen preparation and experimental results. 2009, Anais.. Toronto: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2009. . Acesso em: 15 nov. 2024.
APA
Masia, M. J., Petersen, R. B., Han, Y., & Corrêa, M. R. S. (2009). Torsion shear test for mortar joints in masonry: specimen preparation and experimental results. In . Toronto: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Masia MJ, Petersen RB, Han Y, Corrêa MRS. Torsion shear test for mortar joints in masonry: specimen preparation and experimental results. 2009 ;[citado 2024 nov. 15 ]
Vancouver
Masia MJ, Petersen RB, Han Y, Corrêa MRS. Torsion shear test for mortar joints in masonry: specimen preparation and experimental results. 2009 ;[citado 2024 nov. 15 ]
Trabalho de evento
Experimental small-scale analysis of the connections between structural clay block work masonry walls submitted to vertical loads (2009)
Corrêa, Márcio Roberto Silva; Moreira, Elian Marcos da Silva; Ramalho, Marcio Antonio
Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CONEXÕES ESTRUTURAIS, CONCRETO ARMADO
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ABNT
CORRÊA, Márcio Roberto Silva e MOREIRA, Elian Marcos da Silva e RAMALHO, Marcio Antonio. Experimental small-scale analysis of the connections between structural clay block work masonry walls submitted to vertical loads. 2009, Anais.. Toronto: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2009. . Acesso em: 15 nov. 2024.
APA
Corrêa, M. R. S., Moreira, E. M. da S., & Ramalho, M. A. (2009). Experimental small-scale analysis of the connections between structural clay block work masonry walls submitted to vertical loads. In . Toronto: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Corrêa MRS, Moreira EM da S, Ramalho MA. Experimental small-scale analysis of the connections between structural clay block work masonry walls submitted to vertical loads. 2009 ;[citado 2024 nov. 15 ]
Vancouver
Corrêa MRS, Moreira EM da S, Ramalho MA. Experimental small-scale analysis of the connections between structural clay block work masonry walls submitted to vertical loads. 2009 ;[citado 2024 nov. 15 ]
Trabalho de evento
Numerical and experimental analysis of load failure and displacements for small walls of concrete blocks (2009)
Freitas, Alexandre Alves de; Ramalho, Marcio Antonio; Corrêa, Márcio Roberto Silva
Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, BLOCOS, CONCRETO
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ABNT
FREITAS, Alexandre Alves de e RAMALHO, Marcio Antonio e CORRÊA, Márcio Roberto Silva. Numerical and experimental analysis of load failure and displacements for small walls of concrete blocks. 2009, Anais.. Toronto: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2009. . Acesso em: 15 nov. 2024.
APA
Freitas, A. A. de, Ramalho, M. A., & Corrêa, M. R. S. (2009). Numerical and experimental analysis of load failure and displacements for small walls of concrete blocks. In . Toronto: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Freitas AA de, Ramalho MA, Corrêa MRS. Numerical and experimental analysis of load failure and displacements for small walls of concrete blocks. 2009 ;[citado 2024 nov. 15 ]
Vancouver
Freitas AA de, Ramalho MA, Corrêa MRS. Numerical and experimental analysis of load failure and displacements for small walls of concrete blocks. 2009 ;[citado 2024 nov. 15 ]
Artigo de periodico
Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls (2008)
Capuzzo Neto, Valentim; Corrêa, Márcio Roberto Silva; Ramalho, Marcio Antonio
Source: Canadian Journal of Civil Engineering. Unidade: EESC
Subjects: PAREDES, ALVENARIA ARMADA, MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO (RESISTÊNCIA)
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ABNT
CAPUZZO NETO, Valentim e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls. Canadian Journal of Civil Engineering, v. 35, n. 6, p. 567-573, 2008Tradução . . Disponível em: https://doi.org/10.1139/l07-139. Acesso em: 15 nov. 2024.
APA
Capuzzo Neto, V., Corrêa, M. R. S., & Ramalho, M. A. (2008). Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls. Canadian Journal of Civil Engineering, 35( 6), 567-573. doi:10.1139/l07-139
NLM
Capuzzo Neto V, Corrêa MRS, Ramalho MA. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls [Internet]. Canadian Journal of Civil Engineering. 2008 ; 35( 6): 567-573.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l07-139
Vancouver
Capuzzo Neto V, Corrêa MRS, Ramalho MA. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls [Internet]. Canadian Journal of Civil Engineering. 2008 ; 35( 6): 567-573.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l07-139
Artigo de periodico
An experimental study on cyclic behaviour of reinforced concrete connections (2007)
Alva, Gerson Moacyr Sisniegas; El Debs, Ana Lúcia Homce de Cresce; El Debs, Mounir Khalil
Source: Canadian Journal of Civil Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, CONEXÕES ESTRUTURAIS
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ABNT
ALVA, Gerson Moacyr Sisniegas e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. An experimental study on cyclic behaviour of reinforced concrete connections. Canadian Journal of Civil Engineering, v. 34, n. 4, p. 565-575, 2007Tradução . . Disponível em: https://doi.org/10.1139/l06-164. Acesso em: 15 nov. 2024.
APA
Alva, G. M. S., El Debs, A. L. H. de C., & El Debs, M. K. (2007). An experimental study on cyclic behaviour of reinforced concrete connections. Canadian Journal of Civil Engineering, 34( 4), 565-575. doi:10.1139/l06-164
NLM
Alva GMS, El Debs ALH de C, El Debs MK. An experimental study on cyclic behaviour of reinforced concrete connections [Internet]. Canadian Journal of Civil Engineering. 2007 ; 34( 4): 565-575.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l06-164
Vancouver
Alva GMS, El Debs ALH de C, El Debs MK. An experimental study on cyclic behaviour of reinforced concrete connections [Internet]. Canadian Journal of Civil Engineering. 2007 ; 34( 4): 565-575.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l06-164
Trabalho de evento
Numerical procedure for evaluating the interaction between masonry and reinforced concrete structures (2005)
Silva, Tiago Fernando Thomazelli; Ramalho, Marcio Antonio; Corrêa, Márcio Roberto Silva
Source: Proceedings. Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, INTERAÇÃO SOLO-ESTRUTURA, ARGAMASSA ARMADA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Tiago Fernando Thomazelli e RAMALHO, Marcio Antonio e CORRÊA, Márcio Roberto Silva. Numerical procedure for evaluating the interaction between masonry and reinforced concrete structures. 2005, Anais.. Banff: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 15 nov. 2024.
APA
Silva, T. F. T., Ramalho, M. A., & Corrêa, M. R. S. (2005). Numerical procedure for evaluating the interaction between masonry and reinforced concrete structures. In Proceedings. Banff: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Silva TFT, Ramalho MA, Corrêa MRS. Numerical procedure for evaluating the interaction between masonry and reinforced concrete structures. Proceedings. 2005 ;[citado 2024 nov. 15 ]
Vancouver
Silva TFT, Ramalho MA, Corrêa MRS. Numerical procedure for evaluating the interaction between masonry and reinforced concrete structures. Proceedings. 2005 ;[citado 2024 nov. 15 ]
Artigo de periodico
A novel approach for assessing the interaction of masonry walls under vertical loads (2005)
Corrêa, Márcio Roberto Silva; Page, Adrian W.
Source: Canadian Journal of Civil Engineering. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, INTERAÇÃO SOLO-ESTRUTURA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CORRÊA, Márcio Roberto Silva e PAGE, Adrian W. A novel approach for assessing the interaction of masonry walls under vertical loads. Canadian Journal of Civil Engineering, v. 32, n. 4, p. 601-614, 2005Tradução . . Disponível em: https://doi.org/10.1139/l05-010. Acesso em: 15 nov. 2024.
APA
Corrêa, M. R. S., & Page, A. W. (2005). A novel approach for assessing the interaction of masonry walls under vertical loads. Canadian Journal of Civil Engineering, 32( 4), 601-614. doi:10.1139/l05-010
NLM
Corrêa MRS, Page AW. A novel approach for assessing the interaction of masonry walls under vertical loads [Internet]. Canadian Journal of Civil Engineering. 2005 ; 32( 4): 601-614.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l05-010
Vancouver
Corrêa MRS, Page AW. A novel approach for assessing the interaction of masonry walls under vertical loads [Internet]. Canadian Journal of Civil Engineering. 2005 ; 32( 4): 601-614.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l05-010
Trabalho de evento
Strength and deformability of hollow concrete blocks and their correlations with mechanical properties of constituent material (2005)
Barbosa, Claudius de Sousa; Hanai, João Bento de
Source: Proceedings. Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, BLOCOS, CONCRETO, MATERIAIS (PROPRIEDADES MECÂNICAS)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BARBOSA, Claudius de Sousa e HANAI, João Bento de. Strength and deformability of hollow concrete blocks and their correlations with mechanical properties of constituent material. 2005, Anais.. Banff: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 15 nov. 2024.
APA
Barbosa, C. de S., & Hanai, J. B. de. (2005). Strength and deformability of hollow concrete blocks and their correlations with mechanical properties of constituent material. In Proceedings. Banff: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Barbosa C de S, Hanai JB de. Strength and deformability of hollow concrete blocks and their correlations with mechanical properties of constituent material. Proceedings. 2005 ;[citado 2024 nov. 15 ]
Vancouver
Barbosa C de S, Hanai JB de. Strength and deformability of hollow concrete blocks and their correlations with mechanical properties of constituent material. Proceedings. 2005 ;[citado 2024 nov. 15 ]
Trabalho de evento
Analysis of masonry panels using an equivalent homogeneous material [CD-ROM] (2001)
Peleteiro, Suzana Campana; Corrêa, Márcio Roberto Silva; Ramalho, Marcio Antonio
Source: Proceedings. Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PELETEIRO, Suzana Campana e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. Analysis of masonry panels using an equivalent homogeneous material [CD-ROM]. 2001, Anais.. Fredericton: University of New Brunswick, 2001. . Acesso em: 15 nov. 2024.
APA
Peleteiro, S. C., Corrêa, M. R. S., & Ramalho, M. A. (2001). Analysis of masonry panels using an equivalent homogeneous material [CD-ROM]. In Proceedings. Fredericton: University of New Brunswick.
NLM
Peleteiro SC, Corrêa MRS, Ramalho MA. Analysis of masonry panels using an equivalent homogeneous material [CD-ROM]. Proceedings. 2001 ;[citado 2024 nov. 15 ]
Vancouver
Peleteiro SC, Corrêa MRS, Ramalho MA. Analysis of masonry panels using an equivalent homogeneous material [CD-ROM]. Proceedings. 2001 ;[citado 2024 nov. 15 ]
Trabalho de evento
Investigation on the compressive strenght of grouted clay masonry walls [CD-ROM] (2001)
Garcia, Patrícia Domingues; Corrêa, Márcio Roberto Silva; Ramalho, Marcio Antonio
Source: Proceedings. Conference titles: Canadian Masonry Symposium. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GARCIA, Patrícia Domingues e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. Investigation on the compressive strenght of grouted clay masonry walls [CD-ROM]. 2001, Anais.. Fredericton: University of New Brunswick, 2001. . Acesso em: 15 nov. 2024.
APA
Garcia, P. D., Corrêa, M. R. S., & Ramalho, M. A. (2001). Investigation on the compressive strenght of grouted clay masonry walls [CD-ROM]. In Proceedings. Fredericton: University of New Brunswick.
NLM
Garcia PD, Corrêa MRS, Ramalho MA. Investigation on the compressive strenght of grouted clay masonry walls [CD-ROM]. Proceedings. 2001 ;[citado 2024 nov. 15 ]
Vancouver
Garcia PD, Corrêa MRS, Ramalho MA. Investigation on the compressive strenght of grouted clay masonry walls [CD-ROM]. Proceedings. 2001 ;[citado 2024 nov. 15 ]

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