Abstract:Abstract. The results derived from the investigation on the dynamic behavior of glazed curtain wall non-structural stick systems installed in modern high-rise mega-frame prototypes is herein summarized. The supporting steel structures, designed in accordance with European rules, consisted of planar frames extracted from reference three-dimensional steel Moment Resisting Frame (MRF), respectively having thirty-and sixty-storey height. To limit interstorey drift and second order effects, outriggers trusses were … Show more
“…Therefore, we develop 3D finite element (FE) models by means of the software ABAQUS [15], employing 8-node brick-based models in an isoparametric framework, in accordance with [20]. Geometrical and material non-linearities are considered.…”
“…Therefore, we develop 3D finite element (FE) models by means of the software ABAQUS [15], employing 8-node brick-based models in an isoparametric framework, in accordance with [20]. Geometrical and material non-linearities are considered.…”
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