A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

A. A. Del Savio; D. A. Nethercot; P. C.G.S. Vellasco; S. A.L. Andrade; L. F. Martha

A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

A. A. Del Savio, D. A. Nethercot, P. C.G.S. Vellasco, S. A.L. Andrade, L. F. Martha

Resultado de la investigación: Contribución a una conferencia › Texto Científico (Contribución a una conferencia)

2 Citas (Scopus)

Resumen

Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.

Idioma original	Inglés estadounidense
Páginas	481-486
Número de páginas	6
Estado	Publicada - 1 dic. 2007
Publicado de forma externa	Sí
Evento	5th International Conference on Advances in Steel Structures, ICASS 2007 - Duración: 1 dic. 2007 → …

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Conferencia	5th International Conference on Advances in Steel Structures, ICASS 2007
Período	1/12/07 → …

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title = "A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction",

abstract = "Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.",

author = "{Del Savio}, {A. A.} and Nethercot, {D. A.} and Vellasco, {P. C.G.S.} and Andrade, {S. A.L.} and Martha, {L. F.}",

year = "2007",

month = dec,

day = "1",

language = "American English",

pages = "481--486",

note = "5th International Conference on Advances in Steel Structures, ICASS 2007 ; Conference date: 01-12-2007",

}

A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction. / Del Savio, A. A.; Nethercot, D. A.; Vellasco, P. C.G.S. et al.

2007. 481-486 Papel presentado en 5th International Conference on Advances in Steel Structures, ICASS 2007.

Resultado de la investigación: Contribución a una conferencia › Texto Científico (Contribución a una conferencia)

TY - CONF

T1 - A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

AU - Del Savio, A. A.

AU - Nethercot, D. A.

AU - Vellasco, P. C.G.S.

AU - Andrade, S. A.L.

AU - Martha, L. F.

PY - 2007/12/1

Y1 - 2007/12/1

N2 - Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.

AB - Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.

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M3 - Paper (Contribution to a conference)

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T2 - 5th International Conference on Advances in Steel Structures, ICASS 2007

Y2 - 1 December 2007

ER -

A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

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