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 5.513
EU - Europa 5.074
AS - Asia 893
AF - Africa 150
SA - Sud America 94
OC - Oceania 25
Continente sconosciuto - Info sul continente non disponibili 21
Totale 11.770
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.420
IE - Irlanda 1.580
IT - Italia 963
UA - Ucraina 503
SE - Svezia 401
DE - Germania 379
RU - Federazione Russa 374
CN - Cina 349
FI - Finlandia 341
SG - Singapore 267
GB - Regno Unito 225
CI - Costa d'Avorio 143
AT - Austria 121
CA - Canada 80
IN - India 72
TR - Turchia 43
CL - Cile 38
JP - Giappone 37
BE - Belgio 34
FR - Francia 34
NL - Olanda 27
AU - Australia 24
BR - Brasile 23
EU - Europa 20
IR - Iran 20
RO - Romania 20
LT - Lituania 13
PE - Perù 12
PK - Pakistan 12
CO - Colombia 10
ES - Italia 10
IL - Israele 10
KR - Corea 10
VN - Vietnam 9
GR - Grecia 8
HK - Hong Kong 8
MX - Messico 8
NP - Nepal 8
PT - Portogallo 8
CH - Svizzera 7
IQ - Iraq 7
PH - Filippine 7
TW - Taiwan 7
PL - Polonia 6
TH - Thailandia 6
BO - Bolivia 5
CZ - Repubblica Ceca 5
ID - Indonesia 4
KG - Kirghizistan 4
AR - Argentina 3
DO - Repubblica Dominicana 3
EC - Ecuador 3
LV - Lettonia 3
MY - Malesia 3
NO - Norvegia 3
AZ - Azerbaigian 2
BG - Bulgaria 2
DK - Danimarca 2
EE - Estonia 2
GE - Georgia 2
HU - Ungheria 2
TZ - Tanzania 2
A1 - Anonimo 1
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BZ - Belize 1
CM - Camerun 1
EG - Egitto 1
ET - Etiopia 1
HR - Croazia 1
LA - Repubblica Popolare Democratica del Laos 1
LB - Libano 1
LK - Sri Lanka 1
MA - Marocco 1
NZ - Nuova Zelanda 1
PR - Porto Rico 1
SA - Arabia Saudita 1
ZA - Sudafrica 1
Totale 11.770
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
Singapore 154
Abidjan 143
Boardman 129
Vienna 121
Ann Arbor 118
Woodbridge 117
Beijing 112
Ashburn 104
Düsseldorf 80
Houston 79
Redwood City 66
Napoli 53
Molise 46
Los Angeles 39
Dearborn 37
Ottawa 34
Brussels 33
New York 32
Santiago 30
Campobasso 29
Dallas 26
Shanghai 25
Wuhan 24
London 22
Norwalk 20
Toronto 20
Tokyo 18
Zhengzhou 18
Moscow 16
Falls Church 15
Istanbul 14
Milan 13
Mountain View 13
Taiyuan 13
Bristol 12
Islamabad 12
Jinan 12
Atlanta 11
Shenyang 11
Bari 10
Pescara 10
Qingdao 10
Hangzhou 9
Monmouth Junction 9
Naples 9
Pasadena 9
Redmond 9
Auburn Hills 8
Cassino 8
Dong Ket 8
Frankfurt am Main 8
Nanjing 8
Avezzano 7
Kocaeli 7
Lima 7
Mumbai 7
Seattle 7
Sydney 7
Tianjin 7
Augusta 6
Berlin 6
Corvallis 6
Davoli 6
Falkenstein 6
Fayetteville 6
Haikou 6
São Paulo 6
Trento 6
Amsterdam 5
Ardabil 5
Borås 5
Duncan 5
Florence 5
Grenoble 5
Hefei 5
Hong Kong 5
Kanpur 5
La Paz 5
Limatola 5
Mexico 5
Phoenix 5
Rosebery 5
Ruvo di Puglia 5
Saint Petersburg 5
Santa Clara 5
Bishkek 4
Boston 4
Chengdu 4
Chongqing 4
Fuzhou 4
Ibaraki 4
Totale 7.522
Salva come PNG Salva come JPEG
Nome #
Mechanical behaviour of the Leighton Buzzard Sand 100/170 under monotonic, cyclic and dynamic loading conditions 389
Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials 264
Increasing the resilience of cultural heritage to earthquakes by knowledge enhancement: the lesson of the Carthusian Monastery in Trisulti 135
Vulnerability of industrial components to soil liquefaction. 124
Remarks on site response analysis by using Plaxis dynamic module 112
Geogrids as a Remedial Measure for Seismic-Liquefaction Induced Uplift of Onshore Buried Gas Pipelines 111
Stability of pipelines in liquefied soils: overview of computational methods 104
Seismic Vulnerability of Wastewater Treatment Plants 103
A geolithological approach to seismic site classification: an application to the Molise Region (Italy) 102
A step into the definition of the seismic risk for the city of Benevento (Italy) 96
Structural and geotechnical seismic monitoring by smart SHM systems 93
Vulnerability of pipelines subjected to permanent deformation due to geotechnical co-seismic effects 93
A peak acceleration threshold for soil liquefaction: lessons learned from the 2012 Emilia earthquake (Italy) 91
THE FOUNDATION OF THE COLOSSEUM ANPHITEATHRE IN ROME 90
Soil liquefaction in Kathmandu valley due to 25 April 2015 Gorkha, Nepal earthquake 90
Ambient vibration based modal identification of a flexible retaining wall 89
Implementation and Verification of an Advanced Bounding Surface Constitutive Model 86
Structural and Seismic Monitoring of Flexible Retaining Walls: opportunities and challenges 86
Analisi osservazionale della vulnerabilità sismica di tubazioni per trasporto fluidi industriali 86
Mechanical behaviour of a pozzolana soil under cyclic loadings 85
Evaluating the structural priorities for the seismic vulnerability of civilian and industrial wastewater treatment plants 85
The Use of Seismic Records for Updating the Geotechnical Model for a Site in San Giuliano di Puglia (Italy) 85
Pipeline Performances under Earthquake-Induced Soil Liquefaction: State of the Art on Real Observations, Model Tests, and Numerical Simulations 85
"Applicazioni di tomografie geoelettriche nel contesto di analisi di vulnerabilità sismica di ponti e viadotti stradali" 84
Applicazioni di tomografie geoelettriche nel contesto di analisi di vulnerabilità di sismica di ponti e viadotti stradali. 84
Integrated approach to the seismic vulnerability assessment of industrial underground equipment and pipelines 82
Simplified assessment of the liquefaction susceptibility for the city of Naples, Italy 82
Amplification effects of a site in the city of Salerno 82
Aspetti geotecnici nella progettazione del Centro Polifunzionale del Comune di Trivento (CB) 82
Updating the Site Response Analyses at San Giuliano di Puglia (CB), Italy 82
A simple creep model for geomaterials and preliminary results for a compacted silty sand 81
The prefailure of soils as construction materials 81
Amplification Effects of a Site in the City of Salerno 81
Pseudostatic and dynamic analyses of tunnels in transversal and longitudinal directions 81
ENGINEERING GEOLOGY MODEL FOR SEISMIC VULNERABILITY ASSESSMENT OF CRITICAL INFRASTRUCTURES 81
Time effects on the stress-strain behaviour of Metramo silty sand 80
Analisi di risposta sismica locale del quartiere Vomero-Arenella. 80
Response of buried pipelines to repeated shaking in liquefiable soils through model tests 80
Analysis of the liquefaction phenomena un the village of Vittorito (L’Aquila) 79
Zonazione sismica 79
Influence of soil structure on the behaviour of two natural stiff clays in the pre-failure range 79
“Strategies for reduction of the seismic risk” 79
Seismic vulnerability of gas and liquid buried pipelines 78
A full scale instrumented retaining wall: interpretation of the measurements using numerical tools 78
An integrated seismic monitoring system for a full-scale embedded retaining wall 77
Caisson foundation assessment for seismic vulnerability analysis of existing bridges 77
A database for PGA threshold in liquefaction occurrence 77
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 76
Operational Modal Analysis for identification of geotechnical systems. 75
An Observational Analysis of Seismic Vulnerability of Industrial Pipelines. 74
Approccio metodologico alla valutazione di vulnerabilità per infrastrutture distribuite: aspetti geologici e geotecnici. 74
A triaxial testing system to evaluate stress-strain behaviour of soils for wide range of strain and strain rate 73
A review of design methods for retaining structures under seismic loadings 73
"Il ruolo del calcestruzzo nell’implementazione di sistemi di monitoraggio di opere di sostegno flessibili" 73
An example of employment of static and dynamic monitoring to understand the behaviour of a flexible retaining wall 72
Derive empirical fragility functions for Nepali residential buildings 72
Sensor embedment, dynamic monitoring and model refinement for smart geotechnical structures 71
Studies on the seismic zonation of the city of Benevento. 71
Numerical modeling of natural gas buried pipelines under seismic shaking 71
Un’applicazione della tecnica sperimentale MASW per il controllo del consolidamento dei terreni 71
Seismic response of pier foundations of an existing roadway bridge 71
The influence of compaction on the mechanical behaviour of a silty sand 70
Valutazione della suscettibilità alla liquefazione con metodi semplificati 70
n the PGA threshold for the occurrence of liquefaction: the case-history of the 2012 Emilia earthquake 70
Experimental Assessment of the Stress–Strain Behaviour of Leighton Buzzard Sand for the Calibration of a Constitutive Model 70
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. 69
Experimental behaviour of Parco del Cilento silty sand under different loading histories 69
Influence of the focal mechanism on the ground motion characteristics 69
Il monitoraggio sismico e le opere geotecniche. 68
Liquefazione dei terreni e instabilità dei pendii in condizioni sismiche 68
Lessons learned from two case-histories of seismic microzonation in Italy 67
Propagazione ed isolamento delle vibrazioni del terreno prodotte da treni ad alta velocità 67
SPT blow count vs. shear wave velocity relationship in the structurally complex formations of the Molise region (Italy). 67
Integrated geotechnical characterization of distributed sites in the Molise region (Italy) for seismic vulnerability analysis 67
Caratterizzazione geotecnica del sottosuolo di San Giuliano di Puglia 66
Upgrading the simplified assessment of the liquefaction susceptibility for the city of Naples, Italy 66
Performance-Based approach in seismic design of embedded retaining walls 66
Physical and mechanical properties of a compacted silty sand with low bentonite fraction 66
Performance Assessment of Continuous Buried Pipelines Under Earthquake Loadings 66
Isotach behaviour of geomaterials and its modelling 66
Monitoring and modeling of a flexible retaining wall 66
Recognition of the Mechanical Properties for Soils in Complex Conditions: A Case Study 66
Prediction of the number of equivalent cycles for earthquake motion 66
Valutazione degli standard di esecuzione e dell’efficacia delle indagini di sismica attiva e passiva 65
Earthquake triggered landslides: The case study of a roadway network in Molise region (Italy) 65
Mitigation measures for the stability of pipelines in liquefiable soils 65
Report on the current situation of laboratory stress-strain testing of geomaterials in Italy and its use in practice. 64
Uplift of buried pipelines in liquefiable soils using shaking table apparatus 64
Mechanical behaviour of a pyroclastic soil at low confining stress 64
Seismic damage to pipelines in the framework of Na-Tech risk assessment 63
The occurrence of liquefaction at low acceleration level 63
Analisi pseudostatica e dinamica di gallerie in aree sismiche 63
Structural and geotechnical seismic monitoring of the new Student House in Campobasso 63
Behaviour of a full scale instrumented free flexible retaining wall under static and dynamic conditions 63
Some limits in the use of the MASW technique in soils with inclined layers 63
Key role of soil investigation and monitoring for the assessment of site effects for the village of san giuliano di puglia (Cb), Italy 63
Simulation of viscous effects on the stress-strain behaviour of a dense silty sand 63
Risposta sismica locale: confronto tra analisi numeriche nel dominio del tempo e delle frequenze 62
Comparative study on frequency and time domain analyses for local site response 62
Procedure semplificate per la valutazione della suscettibilità a liquefazione dei depositi sabbiosi in falda della città di Napoli 62
Totale 8.189
Salva come PNG Salva come JPEG
Categoria #
all - tutte 57.588
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 57.588
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020759 0 0 0 0 0 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
2024/20251.100 215 107 279 54 391 54 0 0 0 0 0 0
Totale 11.966