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  • Source: Architectural Engineering and Design Management. Unidade: EP

    Subjects: EDIFÍCIOS, ARQUITETURA, CRIATIVIDADE, DESIGN (METODOLOGIA)

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    • ABNT

      KIATAKE, Marly e PETRECHE, João Roberto Diego. A case study on the application of the theory of inventive problem solving in architecture. Architectural Engineering and Design Management, v. 8, n. 2, p. 90-102, 2012Tradução . . Disponível em: https://doi.org/10.1080/17452007.2012.659504. Acesso em: 11 out. 2024.
    • APA

      Kiatake, M., & Petreche, J. R. D. (2012). A case study on the application of the theory of inventive problem solving in architecture. Architectural Engineering and Design Management, 8( 2), 90-102. doi:10.1080/17452007.2012.659504
    • NLM

      Kiatake M, Petreche JRD. A case study on the application of the theory of inventive problem solving in architecture [Internet]. Architectural Engineering and Design Management. 2012 ; 8( 2): 90-102.[citado 2024 out. 11 ] Available from: https://doi.org/10.1080/17452007.2012.659504
    • Vancouver

      Kiatake M, Petreche JRD. A case study on the application of the theory of inventive problem solving in architecture [Internet]. Architectural Engineering and Design Management. 2012 ; 8( 2): 90-102.[citado 2024 out. 11 ] Available from: https://doi.org/10.1080/17452007.2012.659504
  • Source: Architectural Engineering and Design Management. Unidade: EP

    Subjects: EDIFÍCIOS, CONSTRUÇÃO CIVIL, DESIGN

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    • ABNT

      LORDSLEEM JÚNIOR, Alberto Casado e MELHADO, Sílvio Burrattino. Design for producing vertical non-loadbearing masonry: scope analysis. Architectural Engineering and Design Management, v. 7, n. 4, p. 275-284, 2011Tradução . . Disponível em: https://doi.org/10.1080/17452007.2011.618678. Acesso em: 11 out. 2024.
    • APA

      Lordsleem Júnior, A. C., & Melhado, S. B. (2011). Design for producing vertical non-loadbearing masonry: scope analysis. Architectural Engineering and Design Management, 7( 4), 275-284. doi:10.1080/17452007.2011.618678
    • NLM

      Lordsleem Júnior AC, Melhado SB. Design for producing vertical non-loadbearing masonry: scope analysis [Internet]. Architectural Engineering and Design Management. 2011 ; 7( 4): 275-284.[citado 2024 out. 11 ] Available from: https://doi.org/10.1080/17452007.2011.618678
    • Vancouver

      Lordsleem Júnior AC, Melhado SB. Design for producing vertical non-loadbearing masonry: scope analysis [Internet]. Architectural Engineering and Design Management. 2011 ; 7( 4): 275-284.[citado 2024 out. 11 ] Available from: https://doi.org/10.1080/17452007.2011.618678
  • Source: The Structural Design of Tall and Special Buildings. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, EDIFÍCIOS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      PRADO, José Fernão Miranda de Almeida e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. A new procedure for the analysis of construction loads in multistory reinforced concrete structures. The Structural Design of Tall and Special Buildings, v. 12, n. 4, p. 293-315, 2003Tradução . . Disponível em: https://doi.org/10.1002/tal.223. Acesso em: 11 out. 2024.
    • APA

      Prado, J. F. M. de A., Corrêa, M. R. S., & Ramalho, M. A. (2003). A new procedure for the analysis of construction loads in multistory reinforced concrete structures. The Structural Design of Tall and Special Buildings, 12( 4), 293-315. doi:10.1002/tal.223
    • NLM

      Prado JFM de A, Corrêa MRS, Ramalho MA. A new procedure for the analysis of construction loads in multistory reinforced concrete structures [Internet]. The Structural Design of Tall and Special Buildings. 2003 ; 12( 4): 293-315.[citado 2024 out. 11 ] Available from: https://doi.org/10.1002/tal.223
    • Vancouver

      Prado JFM de A, Corrêa MRS, Ramalho MA. A new procedure for the analysis of construction loads in multistory reinforced concrete structures [Internet]. The Structural Design of Tall and Special Buildings. 2003 ; 12( 4): 293-315.[citado 2024 out. 11 ] Available from: https://doi.org/10.1002/tal.223

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