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  • Unidade: EP

    Subjects: VIGAS, PAREDES, CONCRETO ARMADO

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    • ABNT

      SILVEIRA, Marcos Vinicius Gil. Development and evaluation of performance-based design methodologies for reinforced concrete deep beams: experimental and numerical investigations. 2023. Tese (Doutorado) – Universidade de São Paulo, São Paulo, 2023. Disponível em: https://www.teses.usp.br/teses/disponiveis/3/3144/tde-07032024-125427/pt-br.php. Acesso em: 11 out. 2024.
    • APA

      Silveira, M. V. G. (2023). Development and evaluation of performance-based design methodologies for reinforced concrete deep beams: experimental and numerical investigations (Tese (Doutorado). Universidade de São Paulo, São Paulo. Recuperado de https://www.teses.usp.br/teses/disponiveis/3/3144/tde-07032024-125427/pt-br.php
    • NLM

      Silveira MVG. Development and evaluation of performance-based design methodologies for reinforced concrete deep beams: experimental and numerical investigations [Internet]. 2023 ;[citado 2024 out. 11 ] Available from: https://www.teses.usp.br/teses/disponiveis/3/3144/tde-07032024-125427/pt-br.php
    • Vancouver

      Silveira MVG. Development and evaluation of performance-based design methodologies for reinforced concrete deep beams: experimental and numerical investigations [Internet]. 2023 ;[citado 2024 out. 11 ] Available from: https://www.teses.usp.br/teses/disponiveis/3/3144/tde-07032024-125427/pt-br.php
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS

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    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 11 out. 2024.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253
    • NLM

      Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 out. 11 ] Available from: https://doi.org/10.1590/1679-78256253
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 out. 11 ] Available from: https://doi.org/10.1590/1679-78256253
  • Source: International Journal of Heat and Mass Transfer. Unidade: EESC

    Subjects: SILÍCIO, TRANSFERÊNCIA DE CALOR, PAREDES, ENGENHARIA MECÂNICA

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    • ABNT

      BORTOLIN, Stefano et al. Flow boiling of R134a and HFE-7000 in a single silicon microchannel with microstructured sidewalls. International Journal of Heat and Mass Transfer, v. 179, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ijheatmasstransfer.2021.121653. Acesso em: 11 out. 2024.
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      Bortolin, S., Francescon, A., Ribatski, G., & Del Col, D. (2021). Flow boiling of R134a and HFE-7000 in a single silicon microchannel with microstructured sidewalls. International Journal of Heat and Mass Transfer, 179, 1-15. doi:10.1016/j.ijheatmasstransfer.2021.121653
    • NLM

      Bortolin S, Francescon A, Ribatski G, Del Col D. Flow boiling of R134a and HFE-7000 in a single silicon microchannel with microstructured sidewalls [Internet]. International Journal of Heat and Mass Transfer. 2021 ; 179 1-15.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.ijheatmasstransfer.2021.121653
    • Vancouver

      Bortolin S, Francescon A, Ribatski G, Del Col D. Flow boiling of R134a and HFE-7000 in a single silicon microchannel with microstructured sidewalls [Internet]. International Journal of Heat and Mass Transfer. 2021 ; 179 1-15.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.ijheatmasstransfer.2021.121653
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Subjects: PILARES, ESTRUTURAS MISTAS, AÇO, CONCRETO, INCÊNDIO, PAREDES, ESTRUTURAS

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    • ABNT

      ROSSI, Mariana Lavagnolli et al. Thermal numerical analysis of steel and steel and concrete composite columns in a fire situation aimed at the evaluation of the simplified method of ABNT NBR 14323:2013. Revista IBRACON de Estruturas e Materiais, v. 14, n. 5, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952021000500002. Acesso em: 11 out. 2024.
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      Rossi, M. L., Simões, Y. de S., Munaiar Neto, J., & Castro, A. L. de. (2021). Thermal numerical analysis of steel and steel and concrete composite columns in a fire situation aimed at the evaluation of the simplified method of ABNT NBR 14323:2013. Revista IBRACON de Estruturas e Materiais, 14( 5), 1-16. doi:10.1590/S1983-41952021000500002
    • NLM

      Rossi ML, Simões Y de S, Munaiar Neto J, Castro AL de. Thermal numerical analysis of steel and steel and concrete composite columns in a fire situation aimed at the evaluation of the simplified method of ABNT NBR 14323:2013 [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 5): 1-16.[citado 2024 out. 11 ] Available from: https://doi.org/10.1590/S1983-41952021000500002
    • Vancouver

      Rossi ML, Simões Y de S, Munaiar Neto J, Castro AL de. Thermal numerical analysis of steel and steel and concrete composite columns in a fire situation aimed at the evaluation of the simplified method of ABNT NBR 14323:2013 [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 5): 1-16.[citado 2024 out. 11 ] Available from: https://doi.org/10.1590/S1983-41952021000500002
  • Source: Engineering Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 11 out. 2024.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075
    • NLM

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
  • Source: Sustainable Buildings. Unidade: IAU

    Subjects: ENERGIA, CLIMA, TEMPERATURA, PAREDES

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    • ABNT

      CAVALCANTI, Fernando Antonio de Melo Sá e CARAM, Rosana Maria. Analysis of the potential use of Trombe walls in Brazil: design recommendations. Sustainable Buildings, v. 5, 2020Tradução . . Disponível em: https://doi.org/10.1051/sbuild/2020003. Acesso em: 11 out. 2024.
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      Cavalcanti, F. A. de M. S., & Caram, R. M. (2020). Analysis of the potential use of Trombe walls in Brazil: design recommendations. Sustainable Buildings, 5. doi:10.1051/sbuild/2020003
    • NLM

      Cavalcanti FA de MS, Caram RM. Analysis of the potential use of Trombe walls in Brazil: design recommendations [Internet]. Sustainable Buildings. 2020 ; 5[citado 2024 out. 11 ] Available from: https://doi.org/10.1051/sbuild/2020003
    • Vancouver

      Cavalcanti FA de MS, Caram RM. Analysis of the potential use of Trombe walls in Brazil: design recommendations [Internet]. Sustainable Buildings. 2020 ; 5[citado 2024 out. 11 ] Available from: https://doi.org/10.1051/sbuild/2020003
  • Source: Multidiscipline Modeling in Materials and Structures. Unidade: EESC

    Subjects: ESTRUTURAS, AÇO, FOGO, PAREDES

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    • ABNT

      SIMÕES, Yagho de Souza e ROCHA, Fabio Martin e MUNAIAR NETO, Jorge. Numerical analysis of steel columns subjected to fire. Multidiscipline Modeling in Materials and Structures, v. 15, n. 2, p. 387-397, 2019Tradução . . Disponível em: https://doi.org/10.1108/MMMS-06-2018-0117. Acesso em: 11 out. 2024.
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      Simões, Y. de S., Rocha, F. M., & Munaiar Neto, J. (2019). Numerical analysis of steel columns subjected to fire. Multidiscipline Modeling in Materials and Structures, 15( 2), 387-397. doi:10.1108/MMMS-06-2018-0117
    • NLM

      Simões Y de S, Rocha FM, Munaiar Neto J. Numerical analysis of steel columns subjected to fire [Internet]. Multidiscipline Modeling in Materials and Structures. 2019 ; 15( 2): 387-397.[citado 2024 out. 11 ] Available from: https://doi.org/10.1108/MMMS-06-2018-0117
    • Vancouver

      Simões Y de S, Rocha FM, Munaiar Neto J. Numerical analysis of steel columns subjected to fire [Internet]. Multidiscipline Modeling in Materials and Structures. 2019 ; 15( 2): 387-397.[citado 2024 out. 11 ] Available from: https://doi.org/10.1108/MMMS-06-2018-0117
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS

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    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, v. 136, p. 246-257, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.12.016. Acesso em: 11 out. 2024.
    • APA

      Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, 136, 246-257. doi:10.1016/j.tws.2018.12.016
    • NLM

      Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
    • Vancouver

      Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
  • Unidade: EP

    Subjects: GEOSSINTÉTICOS, PAREDES, MUDANÇA CLIMÁTICA

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    • ABNT

      ALBINO, Uilian da Rocha. The climatic effects on infiltration and stability of geotextile reinforced walls. 2018. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2018. Disponível em: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/. Acesso em: 11 out. 2024.
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      Albino, U. da R. (2018). The climatic effects on infiltration and stability of geotextile reinforced walls (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/
    • NLM

      Albino U da R. The climatic effects on infiltration and stability of geotextile reinforced walls [Internet]. 2018 ;[citado 2024 out. 11 ] Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/
    • Vancouver

      Albino U da R. The climatic effects on infiltration and stability of geotextile reinforced walls [Internet]. 2018 ;[citado 2024 out. 11 ] Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE AÇO, PAREDES, MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES, ESTRUTURAS

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    • ABNT

      BASAGLIA, Cilmar e CAMOTIM, Dinar e CODA, Humberto Breves. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, v. 127, p. 259-274, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.01.038. Acesso em: 11 out. 2024.
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      Basaglia, C., Camotim, D., & Coda, H. B. (2018). Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, 127, 259-274. doi:10.1016/j.tws.2018.01.038
    • NLM

      Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
    • Vancouver

      Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
  • Source: Journal of Constructional Steel Research. Unidade: EESC

    Subjects: AÇO, CONCRETO, PAREDES, ESTRUTURAS MISTAS, ESTRUTURAS

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    • ABNT

      ROCHA, Fabio Martin e RODRIGUES, João Paulo C. e MUNAIAR NETO, Jorge. Fire behavior of steel and partially encased composite columns embedded on walls. Journal of Constructional Steel Research, v. 149, p. 105-118, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2018.07.014. Acesso em: 11 out. 2024.
    • APA

      Rocha, F. M., Rodrigues, J. P. C., & Munaiar Neto, J. (2018). Fire behavior of steel and partially encased composite columns embedded on walls. Journal of Constructional Steel Research, 149, 105-118. doi:10.1016/j.jcsr.2018.07.014
    • NLM

      Rocha FM, Rodrigues JPC, Munaiar Neto J. Fire behavior of steel and partially encased composite columns embedded on walls [Internet]. Journal of Constructional Steel Research. 2018 ; 149 105-118.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.jcsr.2018.07.014
    • Vancouver

      Rocha FM, Rodrigues JPC, Munaiar Neto J. Fire behavior of steel and partially encased composite columns embedded on walls [Internet]. Journal of Constructional Steel Research. 2018 ; 149 105-118.[citado 2024 out. 11 ] Available from: https://doi.org/10.1016/j.jcsr.2018.07.014
  • Source: Proceedings. Conference titles: North American Masonry Conference. Unidade: EESC

    Subjects: CISALHAMENTO, PAREDES, ESTRUTURAS

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    • ABNT

      NASCIMENTO NETO, Joel Araújo do e CORRÊA, Márcio Roberto Silva. Pre-compression effects on masonry shear walls with opening. 2015, Anais.. Denver, Colorado, USA: The Masonry Society, 2015. . Acesso em: 11 out. 2024.
    • APA

      Nascimento Neto, J. A. do, & Corrêa, M. R. S. (2015). Pre-compression effects on masonry shear walls with opening. In Proceedings. Denver, Colorado, USA: The Masonry Society.
    • NLM

      Nascimento Neto JA do, Corrêa MRS. Pre-compression effects on masonry shear walls with opening. Proceedings. 2015 ;[citado 2024 out. 11 ]
    • Vancouver

      Nascimento Neto JA do, Corrêa MRS. Pre-compression effects on masonry shear walls with opening. Proceedings. 2015 ;[citado 2024 out. 11 ]
  • Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL (DEFEITO), PAREDES, ALVENARIA ESTRUTURAL

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    • ABNT

      THOMAZ, Ercio et al. Defects in masonry walls: guidance on cracking : identification, prevention and repair. . Rotterdam, Netherlands: CIB. Disponível em: https://repositorio-aberto.up.pt/handle/10216/78985. Acesso em: 11 out. 2024. , 2015
    • APA

      Thomaz, E., Sousa, H., Roman, H., Morton, J., Silva, J. M., Corrêa, M. R. S., et al. (2015). Defects in masonry walls: guidance on cracking : identification, prevention and repair. Rotterdam, Netherlands: CIB. Recuperado de https://repositorio-aberto.up.pt/handle/10216/78985
    • NLM

      Thomaz E, Sousa H, Roman H, Morton J, Silva JM, Corrêa MRS, Pfeffermann O, Lourenço PB, Vicente RS, Sousa R. Defects in masonry walls: guidance on cracking : identification, prevention and repair [Internet]. 2015 ;[citado 2024 out. 11 ] Available from: https://repositorio-aberto.up.pt/handle/10216/78985
    • Vancouver

      Thomaz E, Sousa H, Roman H, Morton J, Silva JM, Corrêa MRS, Pfeffermann O, Lourenço PB, Vicente RS, Sousa R. Defects in masonry walls: guidance on cracking : identification, prevention and repair [Internet]. 2015 ;[citado 2024 out. 11 ] Available from: https://repositorio-aberto.up.pt/handle/10216/78985
  • Conference titles: International Masonry Conference - IMC. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, ENSAIOS DE COMPRESSÃO, MECÂNICA DO DANO, PAREDES

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    • ABNT

      RAMALHO, Marcio Antonio. Numerical and experimental analysis of cracks and rupture mode for concrete block small walls. 2014, Anais.. Guimarães: University of Minho/IMS, 2014. . Acesso em: 11 out. 2024.
    • APA

      Ramalho, M. A. (2014). Numerical and experimental analysis of cracks and rupture mode for concrete block small walls. In . Guimarães: University of Minho/IMS.
    • NLM

      Ramalho MA. Numerical and experimental analysis of cracks and rupture mode for concrete block small walls. 2014 ;[citado 2024 out. 11 ]
    • Vancouver

      Ramalho MA. Numerical and experimental analysis of cracks and rupture mode for concrete block small walls. 2014 ;[citado 2024 out. 11 ]
  • Conference titles: Congreso de Métodos Numéricos en Ingeniería. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE AÇO, PAREDES

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    • ABNT

      BASAGLIA, Cilmar e CAMOTIM, Dinar. Formulation of a GBT-based finite element to analyse the vibration behaviour of thin-walled steel frames. 2013, Anais.. [Barcelona]: SEMNI, 2013. . Acesso em: 11 out. 2024.
    • APA

      Basaglia, C., & Camotim, D. (2013). Formulation of a GBT-based finite element to analyse the vibration behaviour of thin-walled steel frames. In . [Barcelona]: SEMNI.
    • NLM

      Basaglia C, Camotim D. Formulation of a GBT-based finite element to analyse the vibration behaviour of thin-walled steel frames. 2013 ;[citado 2024 out. 11 ]
    • Vancouver

      Basaglia C, Camotim D. Formulation of a GBT-based finite element to analyse the vibration behaviour of thin-walled steel frames. 2013 ;[citado 2024 out. 11 ]
  • Source: Journal of Structural Engineering. Unidade: EESC

    Subjects: PAREDES, ALVENARIA ESTRUTURAL

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    • ABNT

      HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Proposal of a design model for masonry walls subjected to in-plane loading. Journal of Structural Engineering, v. 139, n. 4, p. 537-547, 2013Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636. Acesso em: 11 out. 2024.
    • APA

      Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2013). Proposal of a design model for masonry walls subjected to in-plane loading. Journal of Structural Engineering, 139( 4), 537-547. doi:10.1061/(ASCE)ST.1943-541X.0000636
    • NLM

      Haach VG, Vasconcelos G, Lourenço PJBB. Proposal of a design model for masonry walls subjected to in-plane loading [Internet]. Journal of Structural Engineering. 2013 ; 139( 4): 537-547.[citado 2024 out. 11 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636
    • Vancouver

      Haach VG, Vasconcelos G, Lourenço PJBB. Proposal of a design model for masonry walls subjected to in-plane loading [Internet]. Journal of Structural Engineering. 2013 ; 139( 4): 537-547.[citado 2024 out. 11 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636
  • Conference titles: North American Masonry Conference : Transforming Traditions. Unidade: EESC

    Subjects: CONEXÕES ESTRUTURAIS, PAREDES, ALVENARIA ESTRUTURAL

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    • ABNT

      HAACH, Vladimir Guilherme e RAMALHO, Marcio Antonio e CORREA, Marcio Roberto Silva. Numerical study of shear behavior of unreinforced flanged walls. 2011, Anais.. Minneapolis: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2011. . Acesso em: 11 out. 2024.
    • APA

      Haach, V. G., Ramalho, M. A., & Correa, M. R. S. (2011). Numerical study of shear behavior of unreinforced flanged walls. In . Minneapolis: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Haach VG, Ramalho MA, Correa MRS. Numerical study of shear behavior of unreinforced flanged walls. 2011 ;[citado 2024 out. 11 ]
    • Vancouver

      Haach VG, Ramalho MA, Correa MRS. Numerical study of shear behavior of unreinforced flanged walls. 2011 ;[citado 2024 out. 11 ]
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: FZEA

    Subjects: CONFORTO TÉRMICO, HABITAÇÃO, PAREDES

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    • ABNT

      SACHT, Helenice Maria e ROSSIGNOLO, João Adriano e BUENO, C. Cast-in-place concrete walls: assessment of thermal comfort of one-storey housing in São Paulo state. Revista IBRACON de Estruturas e Materiais, v. 4, n. 1, p. 31-48, 2011Tradução . . Acesso em: 11 out. 2024.
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      Sacht, H. M., Rossignolo, J. A., & Bueno, C. (2011). Cast-in-place concrete walls: assessment of thermal comfort of one-storey housing in São Paulo state. Revista IBRACON de Estruturas e Materiais, 4( 1), 31-48.
    • NLM

      Sacht HM, Rossignolo JA, Bueno C. Cast-in-place concrete walls: assessment of thermal comfort of one-storey housing in São Paulo state. Revista IBRACON de Estruturas e Materiais. 2011 ; 4( 1): 31-48.[citado 2024 out. 11 ]
    • Vancouver

      Sacht HM, Rossignolo JA, Bueno C. Cast-in-place concrete walls: assessment of thermal comfort of one-storey housing in São Paulo state. Revista IBRACON de Estruturas e Materiais. 2011 ; 4( 1): 31-48.[citado 2024 out. 11 ]
  • Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC

    Subjects: PAREDES, FLAMBAGEM, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      GONÇALVES, Roberto Martins e CAMOTIM, Dinar e RITTO-CORRÊA, M. Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. 2009, Anais.. Stirlingshire: Civil-Comp Press, 2009. . Acesso em: 11 out. 2024.
    • APA

      Gonçalves, R. M., Camotim, D., & Ritto-Corrêa, M. (2009). Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. In Proceedings. Stirlingshire: Civil-Comp Press.
    • NLM

      Gonçalves RM, Camotim D, Ritto-Corrêa M. Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. Proceedings. 2009 ;[citado 2024 out. 11 ]
    • Vancouver

      Gonçalves RM, Camotim D, Ritto-Corrêa M. Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. Proceedings. 2009 ;[citado 2024 out. 11 ]
  • Source: Canadian Journal of Civil Engineering. Unidade: EESC

    Subjects: PAREDES, ALVENARIA ARMADA, MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO (RESISTÊNCIA)

    Acesso à fonteAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • 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: 11 out. 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 out. 11 ] 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 out. 11 ] Available from: https://doi.org/10.1139/l07-139

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