IRIS  Catalogo Istituzionale della Ricerca dell'Università degli Studi del Molise

SANTUCCI DE MAGISTRIS, Filippo
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 5.368
EU - Europa 4.644
AS - Asia 719
AF - Africa 149
SA - Sud America 70
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 21
Totale 10.996
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.300
IE - Irlanda 1.580
IT - Italia 922
UA - Ucraina 503
SE - Svezia 400
DE - Germania 373
FI - Finlandia 341
CN - Cina 313
GB - Regno Unito 209
SG - Singapore 156
CI - Costa d'Avorio 143
AT - Austria 120
IN - India 72
CA - Canada 55
RU - Federazione Russa 46
TR - Turchia 42
CL - Cile 37
JP - Giappone 36
FR - Francia 34
BE - Belgio 27
AU - Australia 24
EU - Europa 20
IR - Iran 20
RO - Romania 20
NL - Olanda 14
PK - Pakistan 11
BR - Brasile 10
ES - Italia 10
IL - Israele 9
KR - Corea 9
PE - Perù 9
GR - Grecia 8
MX - Messico 8
NP - Nepal 8
VN - Vietnam 8
CH - Svizzera 7
CO - Colombia 7
HK - Hong Kong 7
IQ - Iraq 7
LT - Lituania 7
TW - Taiwan 7
PT - Portogallo 6
BO - Bolivia 5
PL - Polonia 5
PH - Filippine 4
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
ID - Indonesia 3
TH - Thailandia 3
AR - Argentina 2
DK - Danimarca 2
EE - Estonia 2
HU - Ungheria 2
MY - Malesia 2
TZ - Tanzania 2
A1 - Anonimo 1
BG - Bulgaria 1
BZ - Belize 1
CM - Camerun 1
EG - Egitto 1
ET - Etiopia 1
HR - Croazia 1
LB - Libano 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PR - Porto Rico 1
SA - Arabia Saudita 1
ZA - Sudafrica 1
Totale 10.996
Salva come PNG Salva come JPEG
Città #
Dublin 1.579
Jacksonville 1.257
Chandler 1.158
Wilmington 356
Baranello 243
Helsinki 192
San Mateo 191
Rome 185
Princeton 163
Abidjan 143
Boardman 129
Vienna 120
Ann Arbor 118
Woodbridge 117
Beijing 109
Singapore 89
Düsseldorf 80
Houston 79
Ashburn 76
Redwood City 66
Napoli 53
Molise 46
Dearborn 37
New York 32
Santiago 30
Brussels 26
Dallas 26
Ottawa 26
Los Angeles 24
Wuhan 24
Shanghai 22
Norwalk 20
Tokyo 18
Zhengzhou 18
Falls Church 15
London 15
Istanbul 14
Mountain View 13
Taiyuan 13
Bristol 12
Jinan 12
Atlanta 11
Islamabad 11
Shenyang 11
Bari 10
Pescara 10
Qingdao 10
Hangzhou 9
Monmouth Junction 9
Pasadena 9
Redmond 9
Auburn Hills 8
Cassino 8
Dong Ket 8
Milan 8
Nanjing 8
Naples 8
Avezzano 7
Kocaeli 7
Mumbai 7
Seattle 7
Sydney 7
Tianjin 7
Augusta 6
Berlin 6
Corvallis 6
Davoli 6
Falkenstein 6
Fayetteville 6
Haikou 6
Trento 6
Ardabil 5
Borås 5
Duncan 5
Florence 5
Grenoble 5
Hefei 5
Kanpur 5
La Paz 5
Limatola 5
Mexico 5
Phoenix 5
Rosebery 5
Ruvo di Puglia 5
Saint Petersburg 5
Toronto 5
Boston 4
Campobasso 4
Chengdu 4
Chongqing 4
Fuzhou 4
Hong Kong 4
Ibaraki 4
Leawood 4
Lima 4
Manisa 4
Marigliano 4
Meieki 4
Moscow 4
Nanchang 4
Totale 7.314
Salva come PNG Salva come JPEG
Nome #
Mechanical behaviour of the Leighton Buzzard Sand 100/170 under monotonic, cyclic and dynamic loading conditions 384
Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials 259
Increasing the resilience of cultural heritage to earthquakes by knowledge enhancement: the lesson of the Carthusian Monastery in Trisulti 126
Remarks on site response analysis by using Plaxis dynamic module 105
Geogrids as a Remedial Measure for Seismic-Liquefaction Induced Uplift of Onshore Buried Gas Pipelines 102
Stability of pipelines in liquefied soils: overview of computational methods 96
Seismic Vulnerability of Wastewater Treatment Plants 95
Vulnerability of industrial components to soil liquefaction. 94
Structural and geotechnical seismic monitoring by smart SHM systems 90
Vulnerability of pipelines subjected to permanent deformation due to geotechnical co-seismic effects 90
A geolithological approach to seismic site classification: an application to the Molise Region (Italy) 90
A step into the definition of the seismic risk for the city of Benevento (Italy) 89
THE FOUNDATION OF THE COLOSSEUM ANPHITEATHRE IN ROME 88
A peak acceleration threshold for soil liquefaction: lessons learned from the 2012 Emilia earthquake (Italy) 86
Soil liquefaction in Kathmandu valley due to 25 April 2015 Gorkha, Nepal earthquake 85
Mechanical behaviour of a pozzolana soil under cyclic loadings 84
Structural and Seismic Monitoring of Flexible Retaining Walls: opportunities and challenges 83
Analisi osservazionale della vulnerabilità sismica di tubazioni per trasporto fluidi industriali 81
Ambient vibration based modal identification of a flexible retaining wall 81
Integrated approach to the seismic vulnerability assessment of industrial underground equipment and pipelines 80
Analisi di risposta sismica locale del quartiere Vomero-Arenella. 80
Simplified assessment of the liquefaction susceptibility for the city of Naples, Italy 79
Pseudostatic and dynamic analyses of tunnels in transversal and longitudinal directions 79
Applicazioni di tomografie geoelettriche nel contesto di analisi di vulnerabilità di sismica di ponti e viadotti stradali. 78
ENGINEERING GEOLOGY MODEL FOR SEISMIC VULNERABILITY ASSESSMENT OF CRITICAL INFRASTRUCTURES 78
Evaluating the structural priorities for the seismic vulnerability of civilian and industrial wastewater treatment plants 78
Analysis of the liquefaction phenomena un the village of Vittorito (L’Aquila) 77
Zonazione sismica 77
Influence of soil structure on the behaviour of two natural stiff clays in the pre-failure range 77
"Applicazioni di tomografie geoelettriche nel contesto di analisi di vulnerabilità sismica di ponti e viadotti stradali" 77
Amplification effects of a site in the city of Salerno 77
Time effects on the stress-strain behaviour of Metramo silty sand 76
“Strategies for reduction of the seismic risk” 76
A simple creep model for geomaterials and preliminary results for a compacted silty sand 75
Amplification Effects of a Site in the City of Salerno 75
Seismic vulnerability of gas and liquid buried pipelines 74
Caisson foundation assessment for seismic vulnerability analysis of existing bridges 74
Operational Modal Analysis for identification of geotechnical systems. 73
Aspetti geotecnici nella progettazione del Centro Polifunzionale del Comune di Trivento (CB) 73
Pipeline Performances under Earthquake-Induced Soil Liquefaction: State of the Art on Real Observations, Model Tests, and Numerical Simulations 73
The prefailure of soils as construction materials 72
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 72
Approccio metodologico alla valutazione di vulnerabilità per infrastrutture distribuite: aspetti geologici e geotecnici. 72
The Use of Seismic Records for Updating the Geotechnical Model for a Site in San Giuliano di Puglia (Italy) 72
Response of buried pipelines to repeated shaking in liquefiable soils through model tests 71
An Observational Analysis of Seismic Vulnerability of Industrial Pipelines. 70
An integrated seismic monitoring system for a full-scale embedded retaining wall 69
Sensor embedment, dynamic monitoring and model refinement for smart geotechnical structures 69
Updating the Site Response Analyses at San Giuliano di Puglia (CB), Italy 69
A triaxial testing system to evaluate stress-strain behaviour of soils for wide range of strain and strain rate 68
Studies on the seismic zonation of the city of Benevento. 68
Numerical modeling of natural gas buried pipelines under seismic shaking 68
Un’applicazione della tecnica sperimentale MASW per il controllo del consolidamento dei terreni 68
Valutazione della suscettibilità alla liquefazione con metodi semplificati 68
n the PGA threshold for the occurrence of liquefaction: the case-history of the 2012 Emilia earthquake 68
Implementation and Verification of an Advanced Bounding Surface Constitutive Model 67
"Il ruolo del calcestruzzo nell’implementazione di sistemi di monitoraggio di opere di sostegno flessibili" 67
Linee di indirizzo per interventi su edifici industriali monopiano colpiti dal terremoto della pianura padana emiliana del maggio 2012 non progettati con criteri antisismici: aspetti geotecnici. 67
The influence of compaction on the mechanical behaviour of a silty sand 67
A full scale instrumented retaining wall: interpretation of the measurements using numerical tools 67
Seismic response of pier foundations of an existing roadway bridge 67
Derive empirical fragility functions for Nepali residential buildings 67
Experimental behaviour of Parco del Cilento silty sand under different loading histories 67
A review of design methods for retaining structures under seismic loadings 66
Il monitoraggio sismico e le opere geotecniche. 66
An example of employment of static and dynamic monitoring to understand the behaviour of a flexible retaining wall 65
Performance Assessment of Continuous Buried Pipelines Under Earthquake Loadings 65
Lessons learned from two case-histories of seismic microzonation in Italy 64
Caratterizzazione geotecnica del sottosuolo di San Giuliano di Puglia 64
Propagazione ed isolamento delle vibrazioni del terreno prodotte da treni ad alta velocità 64
Isotach behaviour of geomaterials and its modelling 64
Monitoring and modeling of a flexible retaining wall 64
Liquefazione dei terreni e instabilità dei pendii in condizioni sismiche 64
Valutazione degli standard di esecuzione e dell’efficacia delle indagini di sismica attiva e passiva 63
Seismic damage to pipelines in the framework of Na-Tech risk assessment 63
SPT blow count vs. shear wave velocity relationship in the structurally complex formations of the Molise region (Italy). 63
Performance-Based approach in seismic design of embedded retaining walls 63
Integrated geotechnical characterization of distributed sites in the Molise region (Italy) for seismic vulnerability analysis 63
Experimental Assessment of the Stress–Strain Behaviour of Leighton Buzzard Sand for the Calibration of a Constitutive Model 63
Mechanical behaviour of a pyroclastic soil at low confining stress 63
Comparative study on frequency and time domain analyses for local site response 62
Analisi pseudostatica e dinamica di gallerie in aree sismiche 62
A database for PGA threshold in liquefaction occurrence 62
Physical and mechanical properties of a compacted silty sand with low bentonite fraction 62
Behaviour of a full scale instrumented free flexible retaining wall under static and dynamic conditions 62
Earthquake triggered landslides: The case study of a roadway network in Molise region (Italy) 62
Influence of the focal mechanism on the ground motion characteristics 62
Report on the current situation of laboratory stress-strain testing of geomaterials in Italy and its use in practice. 61
The occurrence of liquefaction at low acceleration level 61
Some limits in the use of the MASW technique in soils with inclined layers 61
Assessment of seismic slope stability at different scales in molise region (Southern Italy) 61
Simulation of viscous effects on the stress-strain behaviour of a dense silty sand 61
Risposta sismica locale: confronto tra analisi numeriche nel dominio del tempo e delle frequenze 60
Procedure semplificate per la valutazione della suscettibilità a liquefazione dei depositi sabbiosi in falda della città di Napoli 60
Upgrading the simplified assessment of the liquefaction susceptibility for the city of Naples, Italy 60
Recognition of the Mechanical Properties for Soils in Complex Conditions: A Case Study 60
Prediction of the number of equivalent cycles for earthquake motion 60
The influence of meso-structure on the mechanical behaviour of a marly clay from low to high strains 60
Structural and geotechnical seismic monitoring of the new Student House in Campobasso 59
Multi-disciplinary approach for the seismic vulnerability of pipelines 59
Totale 7.698
Salva come PNG Salva come JPEG
Categoria #
all - tutte 49.900
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 49.900
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.109 0 0 160 29 161 34 212 34 195 83 26 175
2020/20211.595 14 180 24 222 226 177 206 5 187 21 236 97
2021/2022959 63 196 11 61 69 109 21 97 172 64 31 65
2022/20234.216 447 136 156 279 308 339 8 269 1.976 138 78 82
2023/2024886 155 72 34 33 53 73 15 53 4 52 250 92
2024/2025326 215 107 4 0 0 0 0 0 0 0 0 0
Totale 11.192