M
Marco Lepidi
Researcher at University of Genoa
Publications - 70
Citations - 1829
Marco Lepidi is an academic researcher from University of Genoa. The author has contributed to research in topics: Metamaterial & Parametric statistics. The author has an hindex of 24, co-authored 65 publications receiving 1396 citations. Previous affiliations of Marco Lepidi include Sapienza University of Rome & University of L'Aquila.
Papers
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Journal ArticleDOI
Localization and veering in the dynamics of cable-stayed bridges
Vincenzo Gattulli,Marco Lepidi +1 more
TL;DR: In this article, the authors propose a finite element model of a cable-stayed bridge and show that a small variation of the mechanical parameters produces a flipping between local/global (cable/beam) modal shapes within the veering region.
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Nonlinear interactions in the planar dynamics of cable-stayed beam
Vincenzo Gattulli,Marco Lepidi +1 more
TL;DR: In this paper, an analytical model is proposed to study the nonlinear interactions between beam and cable dynamics in stayed-systems, and the effects of detuning from internal and external resonance are presented.
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One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models
TL;DR: In this article, the mechanism of cable end angle-variation induced oscillations in the non-linear interactions between beams and cables in stayed-systems is first explained by a proposed analytical model.
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A European Association for the Control of Structures joint perspective. Recent studies in civil structural control across Europe
Biswajit Basu,Oreste S. Bursi,Fabio Casciati,Sara Casciati,Andrea Del Grosso,Marco Domaneschi,Lucia Faravelli,Jan Holnicki-Szulc,Hans Irschik,Michael Krommer,Marco Lepidi,Alessandro Martelli,Baki Ozturk,Francesc Pozo,Gisela Pujol,Zoran Rakicevic,José Rodellar +16 more
TL;DR: In this paper, structural control has been comprehensively studied over the world as a multidisciplinary research field, including passive dampers, functional materials and semi-active dampers.
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Cable-deck dynamic interactions at the International Guadiana Bridge: On-site measurements and finite element modelling
TL;DR: In this paper, the International Guadiana Bridge is a cable-stayed bridge with a central span of 324 m and a total length of 666 m. The model, after minor updating, furnishes a realistic reproduction of the current bridge dynamic behaviour.