Flexural buckling of simply supported columns with "rigid end links": the key to interpret pin-ended angle column test results?

Flexural buckling of simply supported columns with "rigid end links": the key to interpret pin-ended angle column test results? (2012)

Authors:
Autor USP: MALITE, MAXIMILIANO - EESC
Unidade: EESC
Subjects: FLAMBAGEM; COLUNAS
Language: Inglês
Imprenta:
- Publisher: Structural Stability Research Council - SSRC
- Publisher place: Rolla
- Date published: 2012
Source:
- Título: Proceedings
Conference titles: Structural Stability Research Council Annual Stability Conference

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ABNT

MESACASA JÚNIOR, Enio Carlos et al. Flexural buckling of simply supported columns with "rigid end links": the key to interpret pin-ended angle column test results? 2012, Anais.. Rolla: Structural Stability Research Council - SSRC, 2012. . Acesso em: 06 jun. 2025.
APA

Mesacasa Júnior, E. C., Camotim, D. R. Z., Dinis, P. M. de C. B., & Malite, M. (2012). Flexural buckling of simply supported columns with "rigid end links": the key to interpret pin-ended angle column test results? In Proceedings. Rolla: Structural Stability Research Council - SSRC.
NLM

Mesacasa Júnior EC, Camotim DRZ, Dinis PM de CB, Malite M. Flexural buckling of simply supported columns with "rigid end links": the key to interpret pin-ended angle column test results? Proceedings. 2012 ;[citado 2025 jun. 06 ]
Vancouver

Mesacasa Júnior EC, Camotim DRZ, Dinis PM de CB, Malite M. Flexural buckling of simply supported columns with "rigid end links": the key to interpret pin-ended angle column test results? Proceedings. 2012 ;[citado 2025 jun. 06 ]