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Filippo Santucci de Magistris
Filippo Santucci de Magistris
Email verificata su unimol.it - Home page
Titolo
Citata da
Citata da
Anno
Seismic vulnerability of natural gas pipelines
G Lanzano, E Salzano, FS de Magistris, G Fabbrocino
Reliability Engineering & System Safety 117, 73-80, 2013
1052013
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
991999
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
982014
Derive empirical fragility functions for Nepali residential buildings
D Gautam, G Fabbrocino, FS de Magistris
Engineering Structures 171, 617-628, 2018
742018
Remarks on site response analysis by using plaxis dynamic module
C Visone, E Bilotta, F Santucci de Magistris
Plaxis Bulletin 23, 14-18, 2008
662008
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
641999
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
632012
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
592015
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
591998
Earthquake geotechnical engineering aspects: the 2012 Emilia-Romagna earthquake (Italy)
V Fioravante, D Giretti, G Abate, S Aversa, D Boldini, PP Capilleri, ...
Proceedings of the Seventh Int. Conf. on Case Histories in Geotechnicalá…, 2013
542013
Analysis of the liquefaction phenomena in the village of Vittorito (L’Aquila)
P Monaco, F Santucci de Magistris, S Grasso, S Marchetti, M Maugeri, ...
Bulletin of Earthquake Engineering 9, 231-261, 2011
532011
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
482018
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
472015
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
452017
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
372013
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, ...
4th International Conference on Earthquake Geotechnical Engineering, Paper, 2007
362007
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
332009
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
281998
Mechanical behaviour of the Leighton Buzzard Sand 100/170 under monotonic, cyclic and dynamic loading conditions
C Visone, F Santucci de Magistris
Proceeding of the XIII conference: L’ingegneria Sismica in Italia, ANIDISá…, 2009
272009
Effects of moulding water content on the stress-strain behaviour of a compacted silty sand
FS De Magistris, F Tatsuoka
Soils and foundations 44 (2), 85-101, 2004
272004
Il sistema al momento non pu˛ eseguire l'operazione. Riprova pi¨ tardi.
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