L
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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Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities
TL;DR: In this paper, a de-coupled numerical framework is developed for the structural assessment of buried steel natural gas (NG) pipelines subjected to axial compression caused by transient seismic ground deformations.
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Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills
Luigi Di Sarno,Luigi Di Sarno,Fabio Freddi,Mario D'Aniello,Oh-Sung Kwon,Jing-Ren Wu,Fernando Gutiérrez-Urzúa,Raffaele Landolfo,Jamin Park,Xenofon Palios,Elias Strepelias +10 more
TL;DR: In this paper, an experimental and theoretical study was carried out within the framework of HITFRAMES (i.e., HybrId Testing of an Existing Steel Frame with Infills under Multiple EarthquakeS) SERA project.
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Seismic Performance Assessment of Existing Steel Buildings: A Case Study
TL;DR: In this article, the results of a recent preliminary numerical study carried out for the case of a steel MRF building located in Amatrice, Central Italy, which experienced a series of ground motion excitations suffering significant damage to the masonry infills without collapsing.
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Intercontinental Hybrid Simulation for the Assessment of a Three-Span R/C Highway Overpass
Stathis Bousias,Anastasios Sextos,Oh-Sung Kwon,Olympia Taskari,Amr S. Elnashai,Nikos Evangeliou,Luigi Di Sarno +6 more
TL;DR: In this article, the authors presented hybrid simulations of a three-span R/C bridge among EU, US, and Canada, which involved partners located on both sides of the Atlantic with each one assigned a numeri...
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Approximate Method for Transverse Response Analysis of Partially Isolated Bridges
TL;DR: In this paper, the role and effect of higher modes of vibration on the system response are discussed, and an approximate method is proposed to account for such effects, which is based on the Jacobsen's approximation for the effective viscous damping ratio.