The influence of the aspect ratio on the lateral response of cold formed steel walls is analyzed by three design methodologies. In particular the prediction provided by the AISI Lateral Design, that is at the moment the main document for the design of CFS buildings under horizontal loads, is compared with the results obtained by applying the principles of mechanics and with those provided by non-linear finite element models. This paper presents and discusses in terms of strength and stiffness the validity of the different design methodologies in case of non conventional wall aspect ratios comparing the numerical results with available experimental data.

The influence of the aspect ratio on the lateral response of sheathed cold formed steel walls / Iuorio, Ornella; Fiorino, Luigi; Macillo, Vincenzo; Terracciano, MARIA TERESA; Landolfo, Raffaele. - (2012), pp. 739-753. (Intervento presentato al convegno 21st International Specialty Conference on Cold-formed Steel Structures tenutosi a St. Louis (USA) nel 24-25 October 2012).

The influence of the aspect ratio on the lateral response of sheathed cold formed steel walls

IUORIO, Ornella;FIORINO, Luigi;MACILLO, VINCENZO;TERRACCIANO, MARIA TERESA;LANDOLFO, RAFFAELE
2012

Abstract

The influence of the aspect ratio on the lateral response of cold formed steel walls is analyzed by three design methodologies. In particular the prediction provided by the AISI Lateral Design, that is at the moment the main document for the design of CFS buildings under horizontal loads, is compared with the results obtained by applying the principles of mechanics and with those provided by non-linear finite element models. This paper presents and discusses in terms of strength and stiffness the validity of the different design methodologies in case of non conventional wall aspect ratios comparing the numerical results with available experimental data.
2012
The influence of the aspect ratio on the lateral response of sheathed cold formed steel walls / Iuorio, Ornella; Fiorino, Luigi; Macillo, Vincenzo; Terracciano, MARIA TERESA; Landolfo, Raffaele. - (2012), pp. 739-753. (Intervento presentato al convegno 21st International Specialty Conference on Cold-formed Steel Structures tenutosi a St. Louis (USA) nel 24-25 October 2012).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/584353
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