C
Carlo Andrea Castiglioni
Researcher at Polytechnic University of Milan
Publications - 96
Citations - 1268
Carlo Andrea Castiglioni is an academic researcher from Polytechnic University of Milan. The author has contributed to research in topics: Pallet & Racking. The author has an hindex of 18, co-authored 90 publications receiving 973 citations. Previous affiliations of Carlo Andrea Castiglioni include Sapienza University of Rome & University of Milan.
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Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks
TL;DR: In this article, a study is conducted at the Department of Structural Engineering of the Politecnico di Milano (I) on the development of simplified rules for the design of steel storage pallet rack systems in seismic zones.
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Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames
TL;DR: In this paper, an innovative repairable fuse device for dissipative beam-to-column connections in moment resistant steel frames with composite beams was proposed. But the proposed fuse was not suitable for the use in the case of large-scale earthquakes.
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A unified approach for the design of steel structures under low and/or high cycle fatigue
TL;DR: In this paper, a method is presented trying to unify both design and damage assessment methods for high and low cycle fatigue by interpreting the stress range Δω as the ideal stress range associated to the real strain range Δϵ in an ideal perfectly elastic material.
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Environmental benefits arising from demountable steel-concrete composite floor systems in buildings
TL;DR: In this paper, the authors present an assessment and quantification of the environmental impacts arising from different steel-concrete composite floor systems, in particular, a demountable composite floor system using pretensioned high-strength friction grip bolts as shear connectors.
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Experimental analysis of seismic resistant composite steel frames with dissipative devices
TL;DR: In this paper, the authors present the results of the experimental research performed at Politecnico di Milano, within the project Fuseis, which aims at developing innovative types of seismic resistant composite steel frames with dissipative fuses.