IRIS
SICA, STEFANIA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.746
AS - Asia 4.006
EU - Europa 3.206
SA - Sud America 761
Continente sconosciuto - Info sul continente non disponibili 172
AF - Africa 161
OC - Oceania 4
Totale 15.056
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.273
SG - Singapore 1.431
CN - Cina 1.409
UA - Ucraina 1.001
IT - Italia 800
BR - Brasile 607
DE - Germania 502
CA - Canada 379
FR - Francia 276
TR - Turchia 239
SE - Svezia 182
KR - Corea 175
HK - Hong Kong 131
BD - Bangladesh 129
GB - Regno Unito 107
IN - India 100
VN - Vietnam 100
CI - Costa d'Avorio 71
FI - Finlandia 62
IR - Iran 54
MX - Messico 48
RU - Federazione Russa 39
BE - Belgio 37
NL - Olanda 37
AR - Argentina 35
EU - Europa 34
JP - Giappone 31
IQ - Iraq 29
PL - Polonia 27
PE - Perù 25
VE - Venezuela 25
EC - Ecuador 23
ZA - Sudafrica 23
CZ - Repubblica Ceca 22
ES - Italia 22
GR - Grecia 22
ID - Indonesia 22
CO - Colombia 21
SA - Arabia Saudita 21
DZ - Algeria 19
PK - Pakistan 19
UZ - Uzbekistan 19
PH - Filippine 18
MA - Marocco 14
CH - Svizzera 13
LT - Lituania 12
JM - Giamaica 11
MY - Malesia 11
CL - Cile 10
EG - Egitto 8
RO - Romania 8
TN - Tunisia 8
CY - Cipro 7
PY - Paraguay 7
AE - Emirati Arabi Uniti 6
CR - Costa Rica 6
KZ - Kazakistan 6
NP - Nepal 6
TH - Thailandia 6
AL - Albania 5
BO - Bolivia 5
DO - Repubblica Dominicana 5
ET - Etiopia 5
IL - Israele 5
LU - Lussemburgo 5
OM - Oman 5
AT - Austria 4
AU - Australia 4
HN - Honduras 4
KE - Kenya 4
LB - Libano 4
PT - Portogallo 4
TT - Trinidad e Tobago 4
AZ - Azerbaigian 3
BH - Bahrain 3
BT - Bhutan 3
GT - Guatemala 3
HR - Croazia 3
NG - Nigeria 3
BB - Barbados 2
BG - Bulgaria 2
BS - Bahamas 2
DK - Danimarca 2
JO - Giordania 2
KG - Kirghizistan 2
KH - Cambogia 2
KW - Kuwait 2
ME - Montenegro 2
MK - Macedonia 2
NI - Nicaragua 2
PR - Porto Rico 2
PS - Palestinian Territory 2
RS - Serbia 2
SN - Senegal 2
SV - El Salvador 2
UY - Uruguay 2
AM - Armenia 1
AO - Angola 1
BA - Bosnia-Erzegovina 1
BY - Bielorussia 1
Totale 14.904
Salva come PNG Salva come JPEG
Città #
Chandler 716
Jacksonville 698
San Jose 635
Ashburn 503
Singapore 496
The Dalles 485
Dallas 389
Toronto 320
Boardman 229
Nanjing 181
Seoul 171
Istanbul 158
Princeton 140
Beijing 131
Hong Kong 127
Ann Arbor 124
Wilmington 112
Santa Clara 91
Shenyang 80
Los Angeles 78
Ogden 72
Abidjan 71
Falkenstein 65
Helsinki 60
Naples 59
Jiaxing 58
Shanghai 58
Guangzhou 55
Nanchang 53
São Paulo 51
Hebei 50
Dearborn 49
Frankfurt am Main 46
New York 43
Changsha 42
Tianjin 41
Ho Chi Minh City 40
Orem 40
Council Bluffs 39
Rome 39
Assago 38
Napoli 34
Brussels 33
Milan 33
Zhengzhou 33
Izmir 32
Leawood 30
Ningbo 30
Jinan 29
Munich 29
Mexico City 27
San Mateo 26
Norwalk 25
Hanoi 24
Ariano Irpino 22
Rio de Janeiro 22
San Nicola Manfredi 22
Seattle 22
Augusta 21
Lima 21
Brooklyn 20
Columbus 20
Warsaw 20
Montreal 19
Wuhan 19
Brno 18
Baghdad 17
Redwood City 17
Tashkent 17
Belo Horizonte 16
San Francisco 15
Chennai 14
Chicago 14
Dhaka 14
London 14
Tokyo 14
Boston 13
Johannesburg 13
Manchester 13
Ottawa 13
Phoenix 13
Ardabil 12
Athens 12
Bari 12
Shenzhen 12
Amsterdam 11
Caracas 11
Dübendorf 11
Hangzhou 11
New Delhi 11
Quito 11
Turin 11
Wuxi 11
Bremen 10
Charlotte 10
Falls Church 10
Hillsboro 10
Monmouth Junction 10
Berlin 9
Caserta 9
Totale 7.985
Salva come PNG Salva come JPEG
Nome #
Application of DInSAR Technique to High Coherence Sentinel-1 Images for Dam Monitoring and Result Validation Through In Situ Measurements 196
Fondazioni profonde sotto azioni sismiche 194
L'interazione terreno-struttura sotto azione sismica: il caso di studio del Campanile del Carmine a Napoli 179
Soil structure interaction on the dynamic behavior of two historic masonry structures 174
CAISSON FOUNDATIONS: KEY ASPECTS AND PROCEDURE IN 3D F. E. M. MODELING 166
A refined procedure for simplified evaluation of soil-pile kinematic interaction 159
Fragility curves of URM buildings in aggregate considering the interaction with soil and among nearby footings 141
ASSESSMENT OF SEISMIC VULNERABILITY OF A HISTORICAL MASONRY BUILDING 141
Reconnaissance of geotechnical aspects of the 2016 Central Italy Earthquakes 136
Application of ERT and GPR geophysical testing to the geotechnical characterization of historical sites 136
Analisi della risposta sismica locale a seguito del terremoto del Sannio del 1688 nella città di Benevento 136
Influence of SSI on the Stiffness of Bridge Systems Founded on Caissons 135
Analysis of seismic soil – structure interaction for a high monumental tower in Naples (Italy) under a historical earthquake 135
Soil-structure interaction: The case study of a masonry tower 130
Application of DInSAR Technique to High Coherence Satellite Images for Strategic Infrastructure Monitoring 130
"Analisi dinamica di dighe in terra" 126
Comparison between Differential SAR interferometry and ground measurements data in the displacement monitoring of the earth-dam of Conza della Campania (Italy) 125
A study to evaluate the seismic performance of road embankments 124
Analisi dell’interazione cinematica palo-terreno 124
SSI on the dynamic behavior of a historical masonry building: experimental vs. numerical results 123
Analisi dell’asincronismo del moto sismico in due case-histories di dighe in terra 122
Strain effects on kinematic pile bending in layered soils 120
Experimental Investigation of Soil-Pile-Structure Seismic Interaction 120
Near-source effects on the ground motion occurred at the Conza Dam site (Italy) during the 1980 Irpinia earthquake 119
Effects of soil-foundation interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 119
Asincronismo del moto sismico in dighe in terra: evidenze sperimentali ed analisi 119
Chapter 27 - Experimental Assessment of Seismic Pile-Soil Interaction 116
Monitoraggio di alcune dighe e dei relativi versanti circostanti attraverso la tecnica DInSAR. 116
(relazione ad invito) Dynamic analysis of earth dams 116
SERIES TA4 “Experimental Investigation of Soil-Pile-Structure Seismic Interaction” - Final Report 116
CHARACTERISATION OF SHEAR WAVE VELOCITY PROFILES OF NON-UNIFORM BI-LAYER SOIL DEPOSITS: ANALYTICAL EVALUATION AND EXPERIMENTAL VALIDATION 115
Site response studies and seismic microzoning in the Middle Aterno Valley (L'Aquila, Central Italy) 113
Propagazione ed isolamento delle vibrazioni del terreno prodotte da treni ad alta velocità 113
Aftershock effects on seismic response of earth dams 113
L’utilizzo di dati DInSAR per l’analisi e il monitoraggio del comportamento di invasi artificiali 113
Comportamento sismico delle costruzioni in terra 113
Seismic response of a zoned earth dam (case study) 112
Transient kinematic pile bending in two-layer soil 111
The role of underground archaelogical remains on the seismic response of a historic site 110
Soil-structure interaction on the dynamic response of bridge piers 110
Carmine Bell Tower in Napoli: Prediction of soil–structure interaction under seismic actions 108
Ground motion amplification due to shallow cavities in nonlinear soils 105
A step into the definition of the seismic risk for the city of Benevento 105
Soil-structure interaction effects on the dynamic behaviour of a masonry school damaged by the 2016–2017 Central Italy earthquake sequence 105
Seismic Pile-Soil Interaction: Experimental results vs. numerical simulations 103
The role of underground cavities on ground motion amplification 100
Local site effects and incremental damage of buildings during the 2016 Central Italy earthquake sequence 100
Seismic response of foundations 99
Verifica della sicurezza in condizioni sismiche della diga sul fiume Melito 98
Three alternative procedures for computing the transient kinematic pile bending moment in two-layer soils 98
Kinematic bending of piles: analysis vs. code provisions 98
A simplified approach to account for through-soil interaction between two adjacent shallow foundations 97
Earthquake Early Warning for Earth Dams: Concepts and Objectives 97
Influenza del sottosuolo sul campanile del Carmine a Napoli 97
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 96
Three alternative procedures for computing the transient kinematic pile bending in two-layer soil 96
Valutazione degli effetti di sito nella città di Salerno: confronti con le indicazioni della normativa sismica nazionale ed europea 95
Influence of past loading history on the seismic response of earth dams 93
Propagazione sismica near-source: applicazione a un caso studio 93
Performance-based analysis of earth dams: procedures and application to a sample case 92
SEISMIC RESPONSE OF FOUNDATIONS 92
Osservazione ed analisi di problemi di tenuta idraulica in dighe in terra 92
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction 92
Il Terremoto de L'Aquila. Effetti al suolo e sulle opere geotecniche 91
Estimation of the ground shaking from the response of rigid bodies 91
Effetto del terreno di fondazione sul comportamento dinamico di edifici in c.a. e muratura 91
Misure di pressione interstiziale nell’analisi interpretativa di dighe in terra 91
Rapid drawdown on earth dam stability after a strong earthquake 91
Multi-variable relations for simplified evaluation of soil-pile kinematic effects 90
Propagazione sismica near-source: effetti su grandi rilevati in terra 90
Interazione cinematica palo-terreno: analisi ed indicazioni di normativa 90
Verifica di paratie mediante approcci pseudostatici da normativa 90
Seismic response of historical centers in Italy: selected case studies 89
Experimental measurements of geotechnical system in 1-g tests 89
Modellazione delle pressioni neutre in un pendio stabilizzato con aste drenanti 89
Static Stiffness of Caisson Foundations by 3d f.e.m. analyses 89
LANDSLIDE GEOHAZARD ASSESSMENT WITH CONVOLUTIONAL NEURAL NETWORKS USING SENTINEL-2 IMAGERY DATA 89
Effect of ground-motion asynchronism on the equivalent acceleration of earth dams 87
“Ground motion amplification in San Giuliano di Puglia (Southern Italy) during the 2002 Molise earthquake 87
Rappresentazione delle misure realizzate su dighe in terra 87
INTERAZIONE CINEMATICA PALO-TERRENO: ANALISI NUMERICHE DI PROVE SPERIMENTALI 87
INTERAZIONE TERRENO-PALO-STRUTTURA IN CONDIZIONI DINAMICHE: EVIDENZE SPERIMENTALI 87
Effectiveness of trenches filled with geomaterials in the reduction of surface vibration amplitudes 87
Slope stability analysis according to EC-8 and Italian seismic regulations 87
Zonazione sismica 86
Experimental and numerical dynamic identification of Carmine bell tower in Naples (Italy) 86
Engineering Reconnaissance of the 24 August 2016 Central Italy Earthquake. Version 2 85
“Kinematic pile bending in layered soils: linear vs. equivalent-linear analysis 85
Interpretazione dei segnali sismici registrati sulla diga di Camastra 84
Effect of a rapid drawdown on earth dam stability after a strong earthquake 84
Engineering Reconnaissance following the October 2016 Central Italy Earthquakes. Version 2 84
Effect of Soil-Structure Interaction on the dynamic behaviour of masonry and RC buildings 84
Seismic behaviour of geotechnical structures 84
Kinematic Pile Bending in Nonlinear Soils 83
Influenza delle caratteristiche di terreno e struttura sull'interazione in campo dinamico 83
Verifica sismica di rilevati stradali 83
Interazione cinematica palo-terreno: ricerca e normative 83
Risposta sismica locale in un comune del vesuviano (NA) 82
A parametric study to characterize the impact of soil water retention curves on the seismic response of earth dams|Studio parametrico sull'influenza della curva di ritenzione idrica sulla risposta sismica delle dighe in terra 81
Macroarea 4 Barisciano, Castelnuovo, Poggio Picenze, S.Pio delle Camere 81
Totale 10.674
Salva come PNG Salva come JPEG
Categoria #
all - tutte 95.654
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 95.654
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022706 0 0 336 31 15 27 74 113 43 26 30 11
2022/20232.006 293 61 33 367 160 322 23 176 340 61 122 48
2023/2024826 85 177 125 43 52 9 20 18 157 51 17 72
2024/20252.881 213 141 97 64 358 123 116 323 365 382 405 294
2025/20264.782 337 477 512 365 309 289 768 312 394 570 251 198
2026/2027268 95 87 86 0 0 0 0 0 0 0 0 0
Totale 15.056