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Artigo de periodico
One-dimensional finite element solution for non-uniform tall building structures and loading (2009)
Savassi, Walter ; Mancini, Eddie
Fonte: The Structural Design of Tall and Special Buildings. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, EDIFÍCIOS ALTOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SAVASSI, Walter e MANCINI, Eddie. One-dimensional finite element solution for non-uniform tall building structures and loading. The Structural Design of Tall and Special Buildings, v. 18, n. 4, p. 441-453, 2009Tradução . . Disponível em: https://doi.org/10.1002/tal.445. Acesso em: 01 dez. 2025.
APA
Savassi, W., & Mancini, E. (2009). One-dimensional finite element solution for non-uniform tall building structures and loading. The Structural Design of Tall and Special Buildings, 18( 4), 441-453. doi:10.1002/tal.445
NLM
Savassi W, Mancini E. One-dimensional finite element solution for non-uniform tall building structures and loading [Internet]. The Structural Design of Tall and Special Buildings. 2009 ; 18( 4): 441-453.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.445
Vancouver
Savassi W, Mancini E. One-dimensional finite element solution for non-uniform tall building structures and loading [Internet]. The Structural Design of Tall and Special Buildings. 2009 ; 18( 4): 441-453.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.445
Artigo de periodico
An improved continuous medium technique for structural frame analysis (2008)
Laier, José Elias
Fonte: The Structural Design of Tall and Special Buildings. Unidade: EESC
Assuntos: MECÂNICA DAS ESTRUTURAS, ELEMENTOS ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. An improved continuous medium technique for structural frame analysis. The Structural Design of Tall and Special Buildings, v. 17, n. 1, p. 25-38, 2008Tradução . . Disponível em: https://doi.org/10.1002/tal.309. Acesso em: 01 dez. 2025.
APA
Laier, J. E. (2008). An improved continuous medium technique for structural frame analysis. The Structural Design of Tall and Special Buildings, 17( 1), 25-38. doi:10.1002/tal.309
NLM
Laier JE. An improved continuous medium technique for structural frame analysis [Internet]. The Structural Design of Tall and Special Buildings. 2008 ; 17( 1): 25-38.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.309
Vancouver
Laier JE. An improved continuous medium technique for structural frame analysis [Internet]. The Structural Design of Tall and Special Buildings. 2008 ; 17( 1): 25-38.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.309
Artigo de periodico
One-dimensional finite element solution for tall building structures unified plane panels formulation (2004)
Savassi, Walter ; Mancini, Eddie
Fonte: The Structural Design of Tall and Special Buildings. Unidade: EESC
Assuntos: EDIFÍCIOS ALTOS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SAVASSI, Walter e MANCINI, Eddie. One-dimensional finite element solution for tall building structures unified plane panels formulation. The Structural Design of Tall and Special Buildings, v. 13, n. 4, p. 315-333, 2004Tradução . . Disponível em: https://doi.org/10.1002/tal.256. Acesso em: 01 dez. 2025.
APA
Savassi, W., & Mancini, E. (2004). One-dimensional finite element solution for tall building structures unified plane panels formulation. The Structural Design of Tall and Special Buildings, 13( 4), 315-333. doi:10.1002/tal.256
NLM
Savassi W, Mancini E. One-dimensional finite element solution for tall building structures unified plane panels formulation [Internet]. The Structural Design of Tall and Special Buildings. 2004 ; 13( 4): 315-333.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.256
Vancouver
Savassi W, Mancini E. One-dimensional finite element solution for tall building structures unified plane panels formulation [Internet]. The Structural Design of Tall and Special Buildings. 2004 ; 13( 4): 315-333.[citado 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.256
Artigo de periodico
A new procedure for the analysis of construction loads in multistory reinforced concrete structures (2003)
Prado, José Fernão Miranda de Almeida; Correa, Marcio Roberto Silva; Ramalho, Marcio Antonio
Fonte: The Structural Design of Tall and Special Buildings. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO, EDIFÍCIOS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PRADO, José Fernão Miranda de Almeida e CORREA, Marcio 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: 01 dez. 2025.
APA
Prado, J. F. M. de A., Correa, 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, Correa 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 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.223
Vancouver
Prado JFM de A, Correa 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 2025 dez. 01 ] Available from: https://doi.org/10.1002/tal.223

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