Generalised component-based model for beam-to-column connections including axial versus moment interaction

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

doi:10.1016/j.jcsr.2009.02.011

Generalised component-based model for beam-to-column connections including axial versus moment interaction

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

Research output: Contribution to journal › Article (Contribution to Journal) › peer-review

80 Scopus citations

Abstract

A generalised component-based model for semi-rigid beam-to-column connections including axial force versus bending moment interaction is presented. The detailed formulation of the proposed analytical model is fully described in this paper, as well as all the analytical expressions used to evaluate the model properties. Detailed examples demonstrate how to use this model to predict moment-rotation curves for any axial force level. Numerical results, validated against experimental data, form the basis of a tri-linear approach to characterise the force-displacement relationship of the joint components. The relationship of the present development to key prior studies of this topic is also explained. © 2009 Elsevier Ltd. All rights reserved.

Original language	American English
Pages (from-to)	1876-1895
Number of pages	20
Journal	Journal of Constructional Steel Research
DOIs	https://doi.org/10.1016/j.jcsr.2009.02.011
State	Published - 1 Aug 2009
Externally published	Yes

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10.1016/j.jcsr.2009.02.011

Cite this

@article{11c19353b72848289f1f8715f63d2f9e,

title = "Generalised component-based model for beam-to-column connections including axial versus moment interaction",

abstract = "A generalised component-based model for semi-rigid beam-to-column connections including axial force versus bending moment interaction is presented. The detailed formulation of the proposed analytical model is fully described in this paper, as well as all the analytical expressions used to evaluate the model properties. Detailed examples demonstrate how to use this model to predict moment-rotation curves for any axial force level. Numerical results, validated against experimental data, form the basis of a tri-linear approach to characterise the force-displacement relationship of the joint components. The relationship of the present development to key prior studies of this topic is also explained. {\textcopyright} 2009 Elsevier Ltd. All rights reserved.",

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 = "2009",

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doi = "10.1016/j.jcsr.2009.02.011",

language = "American English",

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journal = "Journal of Constructional Steel Research",

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TY - JOUR

T1 - Generalised component-based model for beam-to-column connections including axial versus 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 - 2009/8/1

Y1 - 2009/8/1

N2 - A generalised component-based model for semi-rigid beam-to-column connections including axial force versus bending moment interaction is presented. The detailed formulation of the proposed analytical model is fully described in this paper, as well as all the analytical expressions used to evaluate the model properties. Detailed examples demonstrate how to use this model to predict moment-rotation curves for any axial force level. Numerical results, validated against experimental data, form the basis of a tri-linear approach to characterise the force-displacement relationship of the joint components. The relationship of the present development to key prior studies of this topic is also explained. © 2009 Elsevier Ltd. All rights reserved.

AB - A generalised component-based model for semi-rigid beam-to-column connections including axial force versus bending moment interaction is presented. The detailed formulation of the proposed analytical model is fully described in this paper, as well as all the analytical expressions used to evaluate the model properties. Detailed examples demonstrate how to use this model to predict moment-rotation curves for any axial force level. Numerical results, validated against experimental data, form the basis of a tri-linear approach to characterise the force-displacement relationship of the joint components. The relationship of the present development to key prior studies of this topic is also explained. © 2009 Elsevier Ltd. All rights reserved.

UR - https://www.scopus.com/pages/publications/67349221236

UR - https://www.scopus.com/pages/publications/67349221236#tab=citedBy

U2 - 10.1016/j.jcsr.2009.02.011

DO - 10.1016/j.jcsr.2009.02.011

M3 - Article (Contribution to Journal)

SN - 0143-974X

SP - 1876

EP - 1895

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

ER -

Generalised component-based model for beam-to-column connections including axial versus moment interaction

Abstract

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