ReP USP - Resultado da busca

Artigo de periodico
Partially encased composite columns using fiber reinforced concrete: experimental study (2020)
Pereira, M. F.; Nardin, Silvana De; El Debs, Ana Lúcia Homce de Cresce
Fonte: Steel and Composite Structures : an international journal. Unidade: EESC
Assuntos: ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS DE AÇO, CONCRETO REFORÇADO COM FIBRAS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, COLUNAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEREIRA, M. F. e NARDIN, Silvana De e EL DEBS, Ana Lúcia Homce de Cresce. Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, v. 34, n. 6, p. 909-927, 2020Tradução . . Disponível em: https://doi.org/10.12989/scs.2020.34.6.909. Acesso em: 02 out. 2024.
APA
Pereira, M. F., Nardin, S. D., & El Debs, A. L. H. de C. (2020). Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, 34( 6), 909-927. doi:10.12989/scs.2020.34.6.909
NLM
Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2020.34.6.909
Vancouver
Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2020.34.6.909
Artigo de periodico
Shear transfer mechanism in connections involving concrete filled steel columns under shear forces (2018)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Fonte: Steel and Composite Structures : an international journal. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, CISALHAMENTO, ESTRUTURAS MISTAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces. Steel and Composite Structures : an international journal, v. 28, n. 4, p. 449-460, 2018Tradução . . Disponível em: https://doi.org/10.12989/scs.2018.28.4.449. Acesso em: 02 out. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2018). Shear transfer mechanism in connections involving concrete filled steel columns under shear forces. Steel and Composite Structures : an international journal, 28( 4), 449-460. doi:10.12989/scs.2018.28.4.449
NLM
De Nardin S, El Debs ALH de C. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces [Internet]. Steel and Composite Structures : an international journal. 2018 ; 28( 4): 449-460.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2018.28.4.449
Vancouver
De Nardin S, El Debs ALH de C. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces [Internet]. Steel and Composite Structures : an international journal. 2018 ; 28( 4): 449-460.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2018.28.4.449
Artigo de periodico
Experimental investigation on longitudinal shear behavior for composite floor slab (2017)
Kataoka, Marcela Novischi; Friedrich, Juliana Teodoro; El Debs, Ana Lúcia Homce de Cresce
Fonte: Steel and Composite Structures : an international journal. Unidade: EESC
Assuntos: ESTRUTURAS MISTAS, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KATAOKA, Marcela Novischi e FRIEDRICH, Juliana Teodoro e EL DEBS, Ana Lúcia Homce de Cresce. Experimental investigation on longitudinal shear behavior for composite floor slab. Steel and Composite Structures : an international journal, v. 23, n. 3, p. 361-372, 2017Tradução . . Disponível em: https://doi.org/10.23989/scs.2017.23.3.361. Acesso em: 02 out. 2024.
APA
Kataoka, M. N., Friedrich, J. T., & El Debs, A. L. H. de C. (2017). Experimental investigation on longitudinal shear behavior for composite floor slab. Steel and Composite Structures : an international journal, 23( 3), 361-372. doi:10.23989/scs.2017.23.3.361
NLM
Kataoka MN, Friedrich JT, El Debs ALH de C. Experimental investigation on longitudinal shear behavior for composite floor slab [Internet]. Steel and Composite Structures : an international journal. 2017 ; 23( 3): 361-372.[citado 2024 out. 02 ] Available from: https://doi.org/10.23989/scs.2017.23.3.361
Vancouver
Kataoka MN, Friedrich JT, El Debs ALH de C. Experimental investigation on longitudinal shear behavior for composite floor slab [Internet]. Steel and Composite Structures : an international journal. 2017 ; 23( 3): 361-372.[citado 2024 out. 02 ] Available from: https://doi.org/10.23989/scs.2017.23.3.361
Artigo de periodico
Structural behavior of partially encased composite columns under axial loads (2016)
Pereira, Margot Fabiana; De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Fonte: Steel and Composite Structures : an international journal. Unidade: EESC
Assuntos: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, CONCRETO DE ALTA RESISTÊNCIA, AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEREIRA, Margot Fabiana e DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Structural behavior of partially encased composite columns under axial loads. Steel and Composite Structures : an international journal, v. 20, n. 6, p. 1305-1322, 2016Tradução . . Disponível em: https://doi.org/10.12989/scs.2016.20.6.1305. Acesso em: 02 out. 2024.
APA
Pereira, M. F., De Nardin, S., & El Debs, A. L. H. de C. (2016). Structural behavior of partially encased composite columns under axial loads. Steel and Composite Structures : an international journal, 20( 6), 1305-1322. doi:10.12989/scs.2016.20.6.1305
NLM
Pereira MF, De Nardin S, El Debs ALH de C. Structural behavior of partially encased composite columns under axial loads [Internet]. Steel and Composite Structures : an international journal. 2016 ; 20( 6): 1305-1322.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2016.20.6.1305
Vancouver
Pereira MF, De Nardin S, El Debs ALH de C. Structural behavior of partially encased composite columns under axial loads [Internet]. Steel and Composite Structures : an international journal. 2016 ; 20( 6): 1305-1322.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2016.20.6.1305
Artigo de periodico
Continuous stress distribution following transverse direction for FEM orthotropic laminated plates and shells (2016)
Paccola, Rodrigo Ribeiro; Sampaio, Maria do Socorro Martins; Coda, Humberto Breves
Fonte: Applied Mathematical Modelling. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MATEMÁTICA APLICADA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PACCOLA, Rodrigo Ribeiro e SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves. Continuous stress distribution following transverse direction for FEM orthotropic laminated plates and shells. Applied Mathematical Modelling, v. 40, n. 15-16, p. 7382-7409, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.apm.2016.03.005. Acesso em: 02 out. 2024.
APA
Paccola, R. R., Sampaio, M. do S. M., & Coda, H. B. (2016). Continuous stress distribution following transverse direction for FEM orthotropic laminated plates and shells. Applied Mathematical Modelling, 40( 15-16), 7382-7409. doi:10.1016/j.apm.2016.03.005
NLM
Paccola RR, Sampaio M do SM, Coda HB. Continuous stress distribution following transverse direction for FEM orthotropic laminated plates and shells [Internet]. Applied Mathematical Modelling. 2016 ; 40( 15-16): 7382-7409.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.apm.2016.03.005
Vancouver
Paccola RR, Sampaio M do SM, Coda HB. Continuous stress distribution following transverse direction for FEM orthotropic laminated plates and shells [Internet]. Applied Mathematical Modelling. 2016 ; 40( 15-16): 7382-7409.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.apm.2016.03.005
Artigo de periodico
Permeability measurements of brazilian Eucalyptus (2010)
Silva, Marcio Rogério da; Machado, Gilmara de Oliveira; Deiner, Jay; Calil Junior, Carlito
Fonte: Materials Research. Unidade: EESC
Assuntos: MADEIRA (PERMEABILIDADE), EUCALIPTO, COMPOSIÇÃO QUÍMICA, MICROSCOPIA ELETRÔNICA DE VARREDURA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Marcio Rogério da et al. Permeability measurements of brazilian Eucalyptus. Materials Research, v. 13, n. 3, p. 281-286, 2010Tradução . . Disponível em: https://doi.org/10.1590/s1516-14392010000300002. Acesso em: 02 out. 2024.
APA
Silva, M. R. da, Machado, G. de O., Deiner, J., & Calil Junior, C. (2010). Permeability measurements of brazilian Eucalyptus. Materials Research, 13( 3), 281-286. doi:10.1590/s1516-14392010000300002
NLM
Silva MR da, Machado G de O, Deiner J, Calil Junior C. Permeability measurements of brazilian Eucalyptus [Internet]. Materials Research. 2010 ; 13( 3): 281-286.[citado 2024 out. 02 ] Available from: https://doi.org/10.1590/s1516-14392010000300002
Vancouver
Silva MR da, Machado G de O, Deiner J, Calil Junior C. Permeability measurements of brazilian Eucalyptus [Internet]. Materials Research. 2010 ; 13( 3): 281-286.[citado 2024 out. 02 ] Available from: https://doi.org/10.1590/s1516-14392010000300002
Artigo de periodico
Application of lumped dissipation model in nonlinear analysis of reinforced concrete structures (2010)
Alva, Gerson Moacyr Sisniegas; El Debs, Ana Lúcia Homce de Cresce
Fonte: Engineering Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO, MECÂNICA DO DANO, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALVA, Gerson Moacyr Sisniegas e EL DEBS, Ana Lúcia Homce de Cresce. Application of lumped dissipation model in nonlinear analysis of reinforced concrete structures. Engineering Structures, v. 32, n. 4, p. 974-981, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2009.12.024. Acesso em: 02 out. 2024.
APA
Alva, G. M. S., & El Debs, A. L. H. de C. (2010). Application of lumped dissipation model in nonlinear analysis of reinforced concrete structures. Engineering Structures, 32( 4), 974-981. doi:10.1016/j.engstruct.2009.12.024
NLM
Alva GMS, El Debs ALH de C. Application of lumped dissipation model in nonlinear analysis of reinforced concrete structures [Internet]. Engineering Structures. 2010 ; 32( 4): 974-981.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2009.12.024
Vancouver
Alva GMS, El Debs ALH de C. Application of lumped dissipation model in nonlinear analysis of reinforced concrete structures [Internet]. Engineering Structures. 2010 ; 32( 4): 974-981.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2009.12.024
Artigo de periodico
Improved finite element for 3D laminate frame analysis including warping for any cross-section (2010)
Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Applied Mathematical Modelling. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, LAMINADOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Improved finite element for 3D laminate frame analysis including warping for any cross-section. Applied Mathematical Modelling, v. 34, n. 4, p. 1107-1137, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.apm.2009.07.020. Acesso em: 02 out. 2024.
APA
Coda, H. B., & Paccola, R. R. (2010). Improved finite element for 3D laminate frame analysis including warping for any cross-section. Applied Mathematical Modelling, 34( 4), 1107-1137. doi:10.1016/j.apm.2009.07.020
NLM
Coda HB, Paccola RR. Improved finite element for 3D laminate frame analysis including warping for any cross-section [Internet]. Applied Mathematical Modelling. 2010 ; 34( 4): 1107-1137.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.apm.2009.07.020
Vancouver
Coda HB, Paccola RR. Improved finite element for 3D laminate frame analysis including warping for any cross-section [Internet]. Applied Mathematical Modelling. 2010 ; 34( 4): 1107-1137.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.apm.2009.07.020
Artigo de periodico
A discussion on volume change in the plastic phase (2008)
Botta, Alexandre Sampaio; Paccola, Rodrigo Ribeiro; Venturini, Wilson Sérgio; Coda, Humberto Breves
Fonte: Communications in Numerical Methods in Engineering. Unidade: EESC
Assunto: PLASTICIDADE DAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BOTTA, Alexandre Sampaio et al. A discussion on volume change in the plastic phase. Communications in Numerical Methods in Engineering, v. No 2008, n. 11, p. 1149-1162, 2008Tradução . . Disponível em: https://doi.org/10.1002/cnm.1022. Acesso em: 02 out. 2024.
APA
Botta, A. S., Paccola, R. R., Venturini, W. S., & Coda, H. B. (2008). A discussion on volume change in the plastic phase. Communications in Numerical Methods in Engineering, No 2008( 11), 1149-1162. doi:10.1002/cnm.1022
NLM
Botta AS, Paccola RR, Venturini WS, Coda HB. A discussion on volume change in the plastic phase [Internet]. Communications in Numerical Methods in Engineering. 2008 ; No 2008( 11): 1149-1162.[citado 2024 out. 02 ] Available from: https://doi.org/10.1002/cnm.1022
Vancouver
Botta AS, Paccola RR, Venturini WS, Coda HB. A discussion on volume change in the plastic phase [Internet]. Communications in Numerical Methods in Engineering. 2008 ; No 2008( 11): 1149-1162.[citado 2024 out. 02 ] Available from: https://doi.org/10.1002/cnm.1022
Artigo de periodico
A simple way to introduce fibers into FEM models (2008)
Vanalli, Leandro; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Communications in Numerical Methods in Engineering. Unidade: EESC
Assuntos: MATERIAIS COMPÓSITOS DE FIBRAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VANALLI, Leandro e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A simple way to introduce fibers into FEM models. Communications in Numerical Methods in Engineering, v. 24, n. 7, p. 585-603, 2008Tradução . . Disponível em: https://doi.org/10.1002/cnm.983. Acesso em: 02 out. 2024.
APA
Vanalli, L., Paccola, R. R., & Coda, H. B. (2008). A simple way to introduce fibers into FEM models. Communications in Numerical Methods in Engineering, 24( 7), 585-603. doi:10.1002/cnm.983
NLM
Vanalli L, Paccola RR, Coda HB. A simple way to introduce fibers into FEM models [Internet]. Communications in Numerical Methods in Engineering. 2008 ; 24( 7): 585-603.[citado 2024 out. 02 ] Available from: https://doi.org/10.1002/cnm.983
Vancouver
Vanalli L, Paccola RR, Coda HB. A simple way to introduce fibers into FEM models [Internet]. Communications in Numerical Methods in Engineering. 2008 ; 24( 7): 585-603.[citado 2024 out. 02 ] Available from: https://doi.org/10.1002/cnm.983
Artigo de periodico
Statistical analysis and spatial correlation of flexural bond strength for masonry walls (2008)
Heffler, Leesa M.; Stewart, Mark G.; Masia, Mark J.; Corrêa, Márcio Roberto Silva
Fonte: Masonry International. Unidade: EESC
Assunto: ALVENARIA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HEFFLER, Leesa M. et al. Statistical analysis and spatial correlation of flexural bond strength for masonry walls. Masonry International, v. 21, n. 2, p. 59-70, 2008Tradução . . Acesso em: 02 out. 2024.
APA
Heffler, L. M., Stewart, M. G., Masia, M. J., & Corrêa, M. R. S. (2008). Statistical analysis and spatial correlation of flexural bond strength for masonry walls. Masonry International, 21( 2), 59-70.
NLM
Heffler LM, Stewart MG, Masia MJ, Corrêa MRS. Statistical analysis and spatial correlation of flexural bond strength for masonry walls. Masonry International. 2008 ; 21( 2): 59-70.[citado 2024 out. 02 ]
Vancouver
Heffler LM, Stewart MG, Masia MJ, Corrêa MRS. Statistical analysis and spatial correlation of flexural bond strength for masonry walls. Masonry International. 2008 ; 21( 2): 59-70.[citado 2024 out. 02 ]
Artigo de periodico
Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists (2007)
Castilho, Vanessa Cristina de; El Debs, Mounir Khalil; Nicoletti, Maria do Carmo
Fonte: Engineering Applications of Artificial Intelligence. Unidade: EESC
Assuntos: CONCRETO PROTENDIDO, ALGORITMOS GENÉTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CASTILHO, Vanessa Cristina de e EL DEBS, Mounir Khalil e NICOLETTI, Maria do Carmo. Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists. Engineering Applications of Artificial Intelligence, v. 20, n. 4, p. 519-530, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.engappai.2006.09.003. Acesso em: 02 out. 2024.
APA
Castilho, V. C. de, El Debs, M. K., & Nicoletti, M. do C. (2007). Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists. Engineering Applications of Artificial Intelligence, 20( 4), 519-530. doi:10.1016/j.engappai.2006.09.003
NLM
Castilho VC de, El Debs MK, Nicoletti M do C. Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists [Internet]. Engineering Applications of Artificial Intelligence. 2007 ; 20( 4): 519-530.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.engappai.2006.09.003
Vancouver
Castilho VC de, El Debs MK, Nicoletti M do C. Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists [Internet]. Engineering Applications of Artificial Intelligence. 2007 ; 20( 4): 519-530.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.engappai.2006.09.003
Artigo de periodico
Shear transfer mechanism in composite columns: an experimental study (2007)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Fonte: Steel and Composite Structures : an international journal. Unidade: EESC
Assuntos: COLUNAS, ESTRUTURAS DE AÇO, ESTRUTURAS DE CONCRETO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Shear transfer mechanism in composite columns: an experimental study. Steel and Composite Structures : an international journal, v. 7, n. 5, p. 377-390, 2007Tradução . . Disponível em: https://doi.org/10.12989/scs.2007.7.5.377. Acesso em: 02 out. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2007). Shear transfer mechanism in composite columns: an experimental study. Steel and Composite Structures : an international journal, 7( 5), 377-390. doi:10.12989/scs.2007.7.5.377
NLM
De Nardin S, El Debs ALH de C. Shear transfer mechanism in composite columns: an experimental study [Internet]. Steel and Composite Structures : an international journal. 2007 ; 7( 5): 377-390.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2007.7.5.377
Vancouver
De Nardin S, El Debs ALH de C. Shear transfer mechanism in composite columns: an experimental study [Internet]. Steel and Composite Structures : an international journal. 2007 ; 7( 5): 377-390.[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2007.7.5.377
Artigo de periodico
Compression tests of cement-composite bearing pads for precast concrete connections (2006)
El Debs, Mounir Khalil; Montedor, Luciano Carlos; Hanai, João Bento de
Fonte: Cement and Concrete Composites. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, LIGAÇÕES ESTRUTURAIS, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
EL DEBS, Mounir Khalil e MONTEDOR, Luciano Carlos e HANAI, João Bento de. Compression tests of cement-composite bearing pads for precast concrete connections. Cement and Concrete Composites, v. 28, n. 7, p. 621-629, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.cemconcomp.2006.05.005. Acesso em: 02 out. 2024.
APA
El Debs, M. K., Montedor, L. C., & Hanai, J. B. de. (2006). Compression tests of cement-composite bearing pads for precast concrete connections. Cement and Concrete Composites, 28( 7), 621-629. doi:10.1016/j.cemconcomp.2006.05.005
NLM
El Debs MK, Montedor LC, Hanai JB de. Compression tests of cement-composite bearing pads for precast concrete connections [Internet]. Cement and Concrete Composites. 2006 ; 28( 7): 621-629.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.cemconcomp.2006.05.005
Vancouver
El Debs MK, Montedor LC, Hanai JB de. Compression tests of cement-composite bearing pads for precast concrete connections [Internet]. Cement and Concrete Composites. 2006 ; 28( 7): 621-629.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.cemconcomp.2006.05.005
Artigo de periodico
Reliability analysis of reinforced concrete grids with nonlinear material behavior (2006)
Neves, Rodrigo de Azevedo; Chateauneuf, Alaa Mohamed; Venturini, Wilson Sérgio; Lemaire, Maurice
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NEVES, Rodrigo de Azevedo et al. Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, v. 91, n. 6, p. 735-744, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2005.07.002. Acesso em: 02 out. 2024.
APA
Neves, R. de A., Chateauneuf, A. M., Venturini, W. S., & Lemaire, M. (2006). Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, 91( 6), 735-744. doi:10.1016/j.ress.2005.07.002
NLM
Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.ress.2005.07.002
Vancouver
Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.ress.2005.07.002
Artigo de periodico
Mechanism of collapse of space trusses with steel hollow circular bars with flattened ends (2005)
Souza, Alex Sander Clemente de; Gonçalves, Roberto Martins
Fonte: International Journal of Space Structures. Unidade: EESC
Assuntos: ESTRUTURAS ESPACIAIS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUZA, Alex Sander Clemente de e GONÇALVES, Roberto Martins. Mechanism of collapse of space trusses with steel hollow circular bars with flattened ends. International Journal of Space Structures, v. 20, n. 4, p. 201-209, 2005Tradução . . Acesso em: 02 out. 2024.
APA
Souza, A. S. C. de, & Gonçalves, R. M. (2005). Mechanism of collapse of space trusses with steel hollow circular bars with flattened ends. International Journal of Space Structures, 20( 4), 201-209.
NLM
Souza ASC de, Gonçalves RM. Mechanism of collapse of space trusses with steel hollow circular bars with flattened ends. International Journal of Space Structures. 2005 ; 20( 4): 201-209.[citado 2024 out. 02 ]
Vancouver
Souza ASC de, Gonçalves RM. Mechanism of collapse of space trusses with steel hollow circular bars with flattened ends. International Journal of Space Structures. 2005 ; 20( 4): 201-209.[citado 2024 out. 02 ]
Artigo de periodico
Cubic approximation for the transverse displacement in BEM for elastic plates analysis (2004)
Oliveira Neto, Luttgardes de; Paiva, João Batista de
Fonte: Engineering Analysis with Boundary Elements. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA NETO, Luttgardes de e PAIVA, João Batista de. Cubic approximation for the transverse displacement in BEM for elastic plates analysis. Engineering Analysis with Boundary Elements, v. 28, n. 7, p. 869-880, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2003.12.003. Acesso em: 02 out. 2024.
APA
Oliveira Neto, L. de, & Paiva, J. B. de. (2004). Cubic approximation for the transverse displacement in BEM for elastic plates analysis. Engineering Analysis with Boundary Elements, 28( 7), 869-880. doi:10.1016/j.enganabound.2003.12.003
NLM
Oliveira Neto L de, Paiva JB de. Cubic approximation for the transverse displacement in BEM for elastic plates analysis [Internet]. Engineering Analysis with Boundary Elements. 2004 ; 28( 7): 869-880.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.enganabound.2003.12.003
Vancouver
Oliveira Neto L de, Paiva JB de. Cubic approximation for the transverse displacement in BEM for elastic plates analysis [Internet]. Engineering Analysis with Boundary Elements. 2004 ; 28( 7): 869-880.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.enganabound.2003.12.003
Artigo de periodico
On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis (2004)
Proença, Sérgio Persival Baroncini; Balbo, Antonio Roberto
Fonte: International Journal of Solids and Structures. Unidade: EESC
Assunto: MECÂNICA DO DANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PROENÇA, Sérgio Persival Baroncini e BALBO, Antonio Roberto. On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis. International Journal of Solids and Structures, v. 41, n. 7, p. 1975-1989, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.ijsolstr.2003.11.016. Acesso em: 02 out. 2024.
APA
Proença, S. P. B., & Balbo, A. R. (2004). On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis. International Journal of Solids and Structures, 41( 7), 1975-1989. doi:10.1016/j.ijsolstr.2003.11.016
NLM
Proença SPB, Balbo AR. On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis [Internet]. International Journal of Solids and Structures. 2004 ; 41( 7): 1975-1989.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.11.016
Vancouver
Proença SPB, Balbo AR. On a regular convex solver potential for an elastic-damage constitutive model: a theoretical analysis [Internet]. International Journal of Solids and Structures. 2004 ; 41( 7): 1975-1989.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.ijsolstr.2003.11.016
Artigo de periodico
Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method (2004)
Paiva, João Batista de; Aliabadi, Mohammad Hossien
Fonte: Engineering Analysis with Boundary Elements. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PAIVA, João Batista de e ALIABADI, Mohammad Hossien. Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method. Engineering Analysis with Boundary Elements, v. 28, n. 7, p. 747-751, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2004.01.001. Acesso em: 02 out. 2024.
APA
Paiva, J. B. de, & Aliabadi, M. H. (2004). Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method. Engineering Analysis with Boundary Elements, 28( 7), 747-751. doi:10.1016/j.enganabound.2004.01.001
NLM
Paiva JB de, Aliabadi MH. Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2004 ; 28( 7): 747-751.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.enganabound.2004.01.001
Vancouver
Paiva JB de, Aliabadi MH. Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2004 ; 28( 7): 747-751.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/j.enganabound.2004.01.001
Artigo de periodico
An experimental study of connections between I-beams and concrete filled steel tubular columns (2004)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Fonte: Steel and Composite Structures : an international journal. Unidade: EESC
Assuntos: ESTRUTURAS MISTAS, CONEXÕES ESTRUTURAIS, PILARES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. An experimental study of connections between I-beams and concrete filled steel tubular columns. Steel and Composite Structures : an international journal, v. 4, n. 4, p. 14 , 2004Tradução . . Disponível em: https://doi.org/10.12989/scs.2004.4.4.303. Acesso em: 02 out. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2004). An experimental study of connections between I-beams and concrete filled steel tubular columns. Steel and Composite Structures : an international journal, 4( 4), 14 . doi:10.12989/scs.2004.4.4.303
NLM
De Nardin S, El Debs ALH de C. An experimental study of connections between I-beams and concrete filled steel tubular columns [Internet]. Steel and Composite Structures : an international journal. 2004 ; 4( 4): 14 .[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2004.4.4.303
Vancouver
De Nardin S, El Debs ALH de C. An experimental study of connections between I-beams and concrete filled steel tubular columns [Internet]. Steel and Composite Structures : an international journal. 2004 ; 4( 4): 14 .[citado 2024 out. 02 ] Available from: https://doi.org/10.12989/scs.2004.4.4.303

Unidades USP

ReP

Filtros

Autores

Autores USP

Ano de publicação

Assuntos

Título da fonte

Indexado em

Afiliação dos autores externos não normalizada