CINECA IRIS Institutional Research Information System

STACUL, STEFANO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.150
EU - Europa 1.611
AS - Asia 1.580
SA - Sud America 190
AF - Africa 57
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 1
Totale 6.595
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.073
IT - Italia 922
SG - Singapore 538
CN - Cina 420
SE - Svezia 203
HK - Hong Kong 194
VN - Vietnam 160
BR - Brasile 151
DE - Germania 101
BG - Bulgaria 70
CA - Canada 53
IN - India 51
GB - Regno Unito 49
NL - Olanda 45
FR - Francia 44
JP - Giappone 34
TR - Turchia 30
FI - Finlandia 29
KR - Corea 28
IQ - Iraq 21
SN - Senegal 21
UA - Ucraina 21
RU - Federazione Russa 19
AT - Austria 18
BD - Bangladesh 17
ID - Indonesia 16
ES - Italia 15
CH - Svizzera 12
MX - Messico 11
CO - Colombia 10
PK - Pakistan 10
PL - Polonia 10
IR - Iran 8
PH - Filippine 8
RO - Romania 8
SA - Arabia Saudita 8
CZ - Repubblica Ceca 7
EC - Ecuador 7
GR - Grecia 7
ZA - Sudafrica 7
AU - Australia 6
PT - Portogallo 6
TT - Trinidad e Tobago 6
CL - Cile 5
DZ - Algeria 5
PE - Perù 5
TH - Thailandia 5
AR - Argentina 4
BE - Belgio 4
CI - Costa d'Avorio 4
IE - Irlanda 4
JO - Giordania 4
LT - Lituania 4
SK - Slovacchia (Repubblica Slovacca) 4
TW - Taiwan 4
UZ - Uzbekistan 4
BN - Brunei Darussalam 3
IL - Israele 3
KE - Kenya 3
LB - Libano 3
MA - Marocco 3
OM - Oman 3
TN - Tunisia 3
UY - Uruguay 3
VE - Venezuela 3
AL - Albania 2
CG - Congo 2
EG - Egitto 2
HR - Croazia 2
HU - Ungheria 2
JM - Giamaica 2
NP - Nepal 2
PY - Paraguay 2
AE - Emirati Arabi Uniti 1
AO - Angola 1
AZ - Azerbaigian 1
BS - Bahamas 1
CR - Costa Rica 1
DJ - Gibuti 1
DK - Danimarca 1
DM - Dominica 1
ET - Etiopia 1
GA - Gabon 1
KG - Kirghizistan 1
LS - Lesotho 1
MY - Malesia 1
NG - Nigeria 1
NO - Norvegia 1
PA - Panama 1
PR - Porto Rico 1
PS - Palestinian Territory 1
QA - Qatar 1
RS - Serbia 1
SX - ???statistics.table.value.countryCode.SX??? 1
ZW - Zimbabwe 1
Totale 6.595
Salva come PNG Salva come JPEG
Città #
Dallas 851
Singapore 293
Santa Clara 262
San Jose 252
Ashburn 233
Hong Kong 192
Fairfield 144
Serra 124
Shanghai 124
Chandler 110
Woodbridge 105
Seattle 74
Sofia 69
Milan 66
Beijing 64
Pisa 62
Wilmington 60
Los Angeles 58
Houston 56
Rome 54
Lucca 51
Cambridge 46
Ho Chi Minh City 45
Florence 44
Boardman 43
Hefei 41
Princeton 38
Lawrence 33
Munich 33
Tokyo 30
Hanoi 29
Chicago 27
Ottawa 27
Seoul 27
Ann Arbor 22
New York 22
Dakar 21
London 21
Boulder 20
Bremen 19
Genoa 19
Helsinki 18
Dearborn 17
Naples 17
Dong Ket 16
Nuremberg 16
São Paulo 16
Council Bluffs 14
Des Moines 14
Lauterbourg 14
Frankfurt am Main 13
Bari 12
Modena 12
Baghdad 11
Da Nang 11
Medford 11
Redondo Beach 11
Buffalo 10
Columbus 10
Fuzhou 10
Ogden 10
Amsterdam 9
Mountain View 9
Orem 9
Phoenix 9
Warsaw 9
Basingstoke 8
Nanjing 8
Redwood City 8
Atlanta 7
Belo Horizonte 7
Istanbul 7
Montreal 7
Palermo 7
Paris 7
San Diego 7
Viareggio 7
Changsha 6
Chengdu 6
Denver 6
Haiphong 6
Las Vegas 6
Shenyang 6
Turin 6
Turku 6
Zurich 6
Bologna 5
Brooklyn 5
Guangzhou 5
Guarulhos 5
Memphis 5
New Delhi 5
Quinto Vicentino 5
Rimini 5
Rozzano 5
Toronto 5
Vienna 5
Washington 5
Abidjan 4
Amman 4
Totale 4.421
Salva come PNG Salva come JPEG
Nome #
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 867
Manuale di Ingegneria Geotecnica volume II 387
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 222
Use in practice of seismic tests according to Eurocodes 213
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 165
Use of seismic piezocone for the assessment of the propagation velocity of body waves 164
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits 156
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 156
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 152
Indagini sui materiali sulle strutture e sul sottosuolo 142
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy) 134
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 131
A model study on energy piles 128
Kinematic Soil-Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 128
Implementation and use of a mechanical cone penetration test database for liquefaction hazard assessment of the coastal area of the tuscany region 127
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 125
Analisi di fondazioni su pali soggette a forze orizzontali 125
Analysis of Laterally Loaded Piled Raft Foundation 124
PRaFULL: A method for the analysis of piled raft foundation under lateral load 122
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 115
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 115
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 110
BANCA DATI DI PROVE CPTM PER LA VALUTAZIONE DEL POTENZIALE DI LIQUEFAZIONE NELL’AREA COSTIERA DELLA REGIONE TOSCANA 110
Free-Field Seismic Response Analysis: The Piazza dei Miracoli in Pisa Case study 109
Numerical Assessment of Laterally Loaded Pile Group Efficiency 109
Capability of seismic CPTu and DMT in assessing propagation velocity of body waves: A comparative study 107
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 106
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 104
The contribution of vegetation to the shallow slopes stability 104
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges 103
PILE-HEAD KINEMATIC BENDING IN TWO-LAYERED SOIL 103
Assessment of Factors Contributing to Levees Stability 99
Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests 95
null 94
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 92
Insights into Landslide Interaction with Bridges and Viaducts: Lessons from Italian Case Studies and Database Analysis 88
Available methods for the identification of the foundation system and depth in case of existing bridges 87
The restoration of San Paolo Church in Pisa: Geotechnical aspects 86
Simplified assessment of pile-head kinematic demand in layered soil 85
Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction 83
SEMI-ANALYTICAL SOLUTIONS FOR EVALUATING THE FIM FOR PILE FOUNDATIONS 81
Relevance of the Foundation Input Motion in the assessment of the seismic response of pile-supported bridge piers 76
On the assessment of compression and shear wave velocities via seismic cone penetration test and comparisons with other geophysical tests at different sites 71
Landslide-bridge interaction: Insights from an extensive database of Italian case studies 70
Bridging Gaps in Landslide Mapping: A Semi-Quantitative Empirical Framework for Delineating Key Areas to Improve Collection of Essential Field-Based and Supplementary Remote-Based Data 70
Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles 68
Kinematic pile-head bending under large earthquake-induced shear strains 67
On the use and effectiveness of the Italian Landslide Hazard Map for the assessment of the Landslide Class of Attention according to the Italian Guidelines for classifying the risk of existing bridges 65
Lessons from international case studies on bridge-slide interaction problems 65
Numerical simulation of seismic response of earth dams 62
Pile-head kinematic bending of fixed-head long piles in homogeneous and layered soils considering pile and soil material nonlinearities in case of moderate to strong earthquake motions 62
Valutazione semplificata del momento flettente cinematico considerando il comportamento non lineare del palo e del terreno 55
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici 39
The equivalent linear nature of the dynamic Soil-Foundation-Superstructure Interaction (SFSI) of bridge-piers on caisson foundations 36
Effect of seepage flows on the performance of foundations of bridges within watercourses 16
SIMPLIFIED SOLUTION FOR EVALUATING THE FOUNDATION INPUT MOTION OF EMBEDDED CAISSONS 14
DYNAMIC CHARACTERIZATION OF POLYURETHANE GEL FOR GEOTECHNICAL SEISMIC ISOLATION APPLICATIONS 14
Performance-based interaction domains for eccentrically loaded pile groups considering scour effects 6
Totale 6.809
Salva come PNG Salva come JPEG
Categoria #
all - tutte 20.013
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 20.013
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022356 11 21 17 11 55 64 8 18 15 14 39 83
2022/2023624 73 88 47 44 31 63 30 56 70 5 39 78
2023/2024345 18 25 31 17 38 35 50 16 4 38 20 53
2024/20251.580 27 48 22 123 198 229 86 119 160 142 167 259
2025/20262.735 94 412 694 113 195 178 389 126 135 193 127 79
2026/20279 9 0 0 0 0 0 0 0 0 0 0 0
Totale 6.809