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Gianmario Benzoni

Researcher at University of California, San Diego

Publications -  56
Citations -  1041

Gianmario Benzoni is an academic researcher from University of California, San Diego. The author has contributed to research in topics: Pile & Shear strength. The author has an hindex of 16, co-authored 56 publications receiving 863 citations. Previous affiliations of Gianmario Benzoni include Polytechnic University of Milan.

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Seismic vulnerability and risk evaluation for old urban nuclei

TL;DR: In this article, the effectiveness of the vulnerability index as a measure of the health status of buildings is discussed on the basis of regional surveys of vulnerability index versus reported damage, carried out in various Italian areas such as Friuli and the city of Gubbio.
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Experimental response of additively manufactured metallic pentamode materials confined between stiffening plates

TL;DR: In this paper, an experimental investigation on the mechanical response of confined pentamode lattices in the elastic and post-yield regimes is presented, where an Electron Beam Melting facility is employed to additively manufacture pentamodes confined by terminal plates in a titanium alloy.
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Friction Model for Sliding Bearings under Seismic Excitation

TL;DR: In this article, an experimentally validated model is proposed in order to take into account main sources of performance degradation that could be experienced by friction-based devices during a seismic event, and particular attention is dedicated to the degradation of friction characteristics due to repetition of cycles and consequent temperature rise.
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Inelastic Seismic Response of Bridge Drilled-Shaft RC Pile/Columns

TL;DR: In this paper, an analytical model based on a Winkler beam is used to represent the lateral force response of a reinforced concrete (RC) pile in cohesionless soil, and an inelastic finite-element analysis was performed on the structure, using as the pile constitutive model the section moment-curvature relationship based on confined stress-strain relationships for the concrete.
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Analytical and finite element investigation on the thermo-mechanical coupled response of friction isolators under bidirectional excitation

TL;DR: In this paper, a simplified phenomenological model is presented that accounts for the friction degradation due to the distance traveled via a macroscale cycling variable, based on the assumption of a uniform heat flux at the sliding interface.