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Luigi Di Sarno

Researcher at University of Liverpool

Publications -  65
Citations -  1201

Luigi Di Sarno is an academic researcher from University of Liverpool. The author has contributed to research in topics: Earthquake engineering & Earthquake shaking table. The author has an hindex of 14, co-authored 64 publications receiving 818 citations. Previous affiliations of Luigi Di Sarno include University of Strathclyde & University of Naples Federico II.

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15th World Conference on Earthquake Engineering

TL;DR: In this paper, rubber bearings are installed in places where the suspended part is supported by the load-bearing structure, 4 bearings in each of 6 tiers, and the bearing system above seismoisolation supports level consists of RS diaphragms, frames columns and monolithic walls.
Book ChapterDOI

Assessment of the seismic behaviour of a retrofitted old R.C. highway bridge through PsD testing

TL;DR: In this paper, the RETRO project aims at studying the seismic behavior of existing reinforced concrete (RC) bridges and the effectiveness of innovative retrofitting systems, and a typical as-built RC highway viaduct, designed primarily for gravity loads, has been analyzed experimentally.

Experimental Investigation of Soil-Pile-Structure Seismic Interaction

TL;DR: In this article, the cyclic and seismic response of soil-pile-structure systems is assessed through comprehensive experimental tests performed on the 3mx3m shaking table of the Bristol Laboratory for Advanced Dynamics Engineering (BLADE), University of Bristol (UK).
Proceedings ArticleDOI

Assessment of Existing Steel Frames with Infills under Multiple Earthquakes

TL;DR: In this paper, two 3D models of a two-storey steel moment-resisting frame were developed to assess the applicability of the current framework in EC8-3 to the infilled structures under multiple earthquakes through nonlinear analyses.
Journal ArticleDOI

On the aftershock polarity to assess residual displacement demands

TL;DR: In this article, the authors evaluated the sufficiency of the positive and negative polarity in multiple earthquakes for the determination of critical residual displacements of structures by considering various relative differences between the incident angles of sequential earthquakes.