Tubular sections bars with flatened (stamped) ends subjected to compression: a theoretical and experimental analysis (1997)
- Authors:
- USP affiliated authors: MALITE, MAXIMILIANO - EESC ; SALES, JOSE JAIRO DE - EESC ; GONCALVES, ROBERTO MARTINS - EESC
- Unidade: EESC
- Assunto: ESTRUTURAS METÁLICAS
- Language: Inglês
- Imprenta:
- Publisher: Structural Stability Research Council
- Publisher place: Bethlehem
- Date published: 1997
- Source:
- Título do periódico: Proceedings
- Conference titles: Annual Technical Sessions and Meeting of Structural Stability Research Council
-
ABNT
GONÇALVES, Roberto Martins e MALITE, Maximiliano e SÁLES, José Jairo de. Tubular sections bars with flatened (stamped) ends subjected to compression: a theoretical and experimental analysis. 1997, Anais.. Bethlehem: Structural Stability Research Council, 1997. . Acesso em: 07 maio 2024. -
APA
Gonçalves, R. M., Malite, M., & Sáles, J. J. de. (1997). Tubular sections bars with flatened (stamped) ends subjected to compression: a theoretical and experimental analysis. In Proceedings. Bethlehem: Structural Stability Research Council. -
NLM
Gonçalves RM, Malite M, Sáles JJ de. Tubular sections bars with flatened (stamped) ends subjected to compression: a theoretical and experimental analysis. Proceedings. 1997 ;[citado 2024 maio 07 ] -
Vancouver
Gonçalves RM, Malite M, Sáles JJ de. Tubular sections bars with flatened (stamped) ends subjected to compression: a theoretical and experimental analysis. Proceedings. 1997 ;[citado 2024 maio 07 ] - Cobertura metálica do tipo "SHED": exemplo de cálculo
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