Filippo Santucci de Magistris
Filippo Santucci de Magistris
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Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials
F Tatsuoka, F Santucci De Magistris, K Hayano, J Koseki, Y Momoya
The geotechnics of hard soils-soft rocks, 1285-1371, 2000
A triaxial testing system to evaluate stress-strain behavior of soils for wide range of strain and strain rate
F Santucci De Magistris, J Koseki, M Amaya, S Hamaya, T Sato, ...
Geotechnical Testing Journal 22 (1), 1999
Seismic vulnerability of gas and liquid buried pipelines
G Lanzano, E Salzano, FS De Magistris, G Fabbrocino
Journal of Loss Prevention in the Process Industries 28, 72-78, 2014
Seismic vulnerability of natural gas pipelines
G Lanzano, E Salzano, FS de Magistris, G Fabbrocino
Reliability Engineering & System Safety 117, 73-80, 2013
Geotechnical aspects of the L’Aquila earthquake
P Monaco, G Totani, G Barla, A Cavallaro, A Costanzo, A d’Onofrio, ...
Special topics in earthquake geotechnical engineering, 1-66, 2012
Physical and mechanical properties of a compacted silty sand with low bentonite fraction
FS de Magistris, F Silvestri, F Vinale
Canadian geotechnical journal 35 (6), 909-925, 1998
The pre-failure behaviour of soils as construction materials
F Vinale, A d’Onofrio, C Mancuso, F Santucci de Magistris, F Tatsuoka
Proceedings of the Second International Conference on Pre-failure Behaviourá…, 1999
Analysis of the liquefaction phenomena in the village of Vittorito (L’Aquila)
P Monaco, FS De Magistris, S Grasso, S Marchetti, M Maugeri, G Totani
Bulletin of Earthquake Engineering 9 (1), 231-261, 2011
Seismic damage to pipelines in the framework of Na-Tech risk assessment
G Lanzano, FS de Magistris, G Fabbrocino, E Salzano
Journal of loss prevention in the process industries 33, 159-172, 2015
Earthquake geotechnical engineering aspects of the 2012 Emilia-Romagna earthquake (Italy)
V Fioravante, D Giretti, G Abate, S Aversa, D Boldini, PP Capilleri, ...
Missouri University of Science and Technology, 2013
Derive empirical fragility functions for Nepali residential buildings
D Gautam, G Fabbrocino, FS de Magistris
Engineering Structures 171, 617-628, 2018
SPT blow count vs. shear wave velocity relationship in the structurally complex formations of the Molise Region (Italy)
S Fabbrocino, G Lanzano, G Forte, FS de Magistris, G Fabbrocino
Engineering Geology 187, 84-97, 2015
Pseudostatic and dynamic analyses of tunnels in transversal and longitudinal directions
E Bilotta, G Lanzano, G Russo, F Santucci De Magistris, V Aiello, E Conte, ...
Proceedings of the 4th international conference on Earthquake Geotechnicalá…, 2007
A database for PGA threshold in liquefaction occurrence
FS de Magistris, G Lanzano, G Forte, G Fabbrocino
Soil Dynamics and Earthquake Engineering 54, 17-19, 2013
Geotechnical characterization of the Aterno valley for site response analyses
FS de Magistris, A d’Onofrio, L Evangelista, S Foti, M Maraschini, ...
Rivista Italiana di Geotecnica 48, 20-40, 2013
Reconnaissance of 2016 Central Italy earthquake sequence
JP Stewart, P Zimmaro, G Lanzo, S Mazzoni, E Ausilio, S Aversa, ...
Earthquake Spectra 34 (4), 1547-1555, 2018
Isotach behavior of geomaterials and its modelling
Pre-failure deformation characteristics of geomaterials, 491-499, 1999
The influence of compaction on the mechanical behaviour of a silty sand
FS de Magistris, F Silvestri, F Vinale
Soils and foundations 38 (4), 41-56, 1998
Soil liquefaction in Kathmandu valley due to 25 April 2015 Gorkha, Nepal earthquake
D Gautam, FS de Magistris, G Fabbrocino
Soil Dynamics and Earthquake Engineering 97, 37-47, 2017
One-dimensional ground response as a preliminary tool for dynamic analyses in geotechnical earthquake engineering
C Visone, E Bilotta, F Santucci de Magistris
Journal of Earthquake Engineering 14 (1), 131-162, 2009
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