CINECA IRIS Institutional Research Information System

STACUL, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 3.245
EU - Europa 1.686
AS - Asia 1.591
Continente sconosciuto - Info sul continente non disponibili 215
SA - Sud America 194
AF - Africa 57
OC - Oceania 6
Totale 6.994
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Nazione #
US - Stati Uniti d'America 3.158
IT - Italia 959
SG - Singapore 540
CN - Cina 422
SE - Svezia 234
HK - Hong Kong 195
VN - Vietnam 161
BR - Brasile 152
DE - Germania 101
BG - Bulgaria 70
CA - Canada 55
IN - India 52
GB - Regno Unito 49
NL - Olanda 47
FR - Francia 44
JP - Giappone 35
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
ID - Indonesia 18
BD - Bangladesh 17
ES - Italia 15
PL - Polonia 13
CH - Svizzera 12
MX - Messico 11
CO - Colombia 10
PK - Pakistan 10
RO - Romania 9
IR - Iran 8
PH - Filippine 8
SA - Arabia Saudita 8
CZ - Repubblica Ceca 7
EC - Ecuador 7
GR - Grecia 7
PE - Perù 7
TT - Trinidad e Tobago 7
ZA - Sudafrica 7
AU - Australia 6
PT - Portogallo 6
TH - Thailandia 6
BE - Belgio 5
CL - Cile 5
DZ - Algeria 5
AR - Argentina 4
CI - Costa d'Avorio 4
IE - Irlanda 4
JM - Giamaica 4
JO - Giordania 4
LT - Lituania 4
SK - Slovacchia (Repubblica Slovacca) 4
TW - Taiwan 4
UZ - Uzbekistan 4
VE - Venezuela 4
BN - Brunei Darussalam 3
CR - Costa Rica 3
IL - Israele 3
KE - Kenya 3
LB - Libano 3
MA - Marocco 3
OM - Oman 3
TN - Tunisia 3
UY - Uruguay 3
AL - Albania 2
CG - Congo 2
EG - Egitto 2
HR - Croazia 2
HU - Ungheria 2
NP - Nepal 2
PY - Paraguay 2
AE - Emirati Arabi Uniti 1
AO - Angola 1
AZ - Azerbaigian 1
BS - Bahamas 1
DJ - Gibuti 1
DK - Danimarca 1
DM - Dominica 1
ET - Etiopia 1
GA - Gabon 1
HN - Honduras 1
KG - Kirghizistan 1
LS - Lesotho 1
MY - Malesia 1
NG - Nigeria 1
NI - Nicaragua 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
VI - Stati Uniti Isole Vergini 1
ZW - Zimbabwe 1
Totale 6.780
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Città #
Dallas 851
Singapore 294
Santa Clara 266
Ashburn 254
San Jose 254
Hong Kong 193
Fairfield 144
Serra 124
Shanghai 124
Chandler 110
Woodbridge 105
Seattle 74
Milan 69
Sofia 69
Beijing 65
Pisa 62
Wilmington 60
Los Angeles 59
Houston 56
Rome 56
Lucca 51
Cambridge 46
Ho Chi Minh City 45
Florence 44
Boardman 43
Hefei 41
Princeton 38
Council Bluffs 36
Lawrence 33
Munich 33
Tokyo 31
Hanoi 29
Chicago 27
Ottawa 27
Seoul 27
New York 24
Ann Arbor 22
Dakar 21
London 21
Boulder 20
Bremen 19
Genoa 19
Helsinki 18
Naples 18
Dearborn 17
Dong Ket 16
Nuremberg 16
São Paulo 16
Des Moines 14
Lauterbourg 14
Phoenix 14
Frankfurt am Main 13
Bari 12
Modena 12
Warsaw 12
Baghdad 11
Buffalo 11
Da Nang 11
Medford 11
Redondo Beach 11
Columbus 10
Fuzhou 10
Ogden 10
Amsterdam 9
Mountain View 9
Orem 9
Atlanta 8
Basingstoke 8
Montreal 8
Nanjing 8
Redwood City 8
Belo Horizonte 7
Istanbul 7
Palermo 7
Paris 7
Rimini 7
San Diego 7
Viareggio 7
Bologna 6
Catania 6
Changsha 6
Chengdu 6
Denver 6
Haiphong 6
Las Vegas 6
Shenyang 6
Turin 6
Turku 6
Zurich 6
Brooklyn 5
Guangzhou 5
Guarulhos 5
Memphis 5
New Delhi 5
Quinto Vicentino 5
Rozzano 5
The Dalles 5
Toronto 5
Vienna 5
Washington 5
Totale 4.500
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Nome #
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 874
Manuale di Ingegneria Geotecnica volume II 414
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 224
Use in practice of seismic tests according to Eurocodes 216
Use of seismic piezocone for the assessment of the propagation velocity of body waves 168
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 167
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 166
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits 162
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 153
Indagini sui materiali sulle strutture e sul sottosuolo 146
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy) 136
Kinematic Soil-Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 133
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 131
Implementation and use of a mechanical cone penetration test database for liquefaction hazard assessment of the coastal area of the tuscany region 130
A model study on energy piles 128
Analysis of Laterally Loaded Piled Raft Foundation 126
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
PRaFULL: A method for the analysis of piled raft foundation under lateral load 122
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 119
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 118
Numerical Assessment of Laterally Loaded Pile Group Efficiency 114
Free-Field Seismic Response Analysis: The Piazza dei Miracoli in Pisa Case study 111
BANCA DATI DI PROVE CPTM PER LA VALUTAZIONE DEL POTENZIALE DI LIQUEFAZIONE NELL’AREA COSTIERA DELLA REGIONE TOSCANA 111
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 110
Capability of seismic CPTu and DMT in assessing propagation velocity of body waves: A comparative study 109
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges 108
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 107
The contribution of vegetation to the shallow slopes stability 107
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 105
Assessment of Factors Contributing to Levees Stability 105
PILE-HEAD KINEMATIC BENDING IN TWO-LAYERED SOIL 104
Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests 99
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 96
null 94
Insights into Landslide Interaction with Bridges and Viaducts: Lessons from Italian Case Studies and Database Analysis 92
Simplified assessment of pile-head kinematic demand in layered soil 88
The restoration of San Paolo Church in Pisa: Geotechnical aspects 88
Available methods for the identification of the foundation system and depth in case of existing bridges 88
Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction 84
SEMI-ANALYTICAL SOLUTIONS FOR EVALUATING THE FIM FOR PILE FOUNDATIONS 82
Relevance of the Foundation Input Motion in the assessment of the seismic response of pile-supported bridge piers 80
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 79
On the assessment of compression and shear wave velocities via seismic cone penetration test and comparisons with other geophysical tests at different sites 75
Landslide-bridge interaction: Insights from an extensive database of Italian case studies 75
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 68
Lessons from international case studies on bridge-slide interaction problems 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 66
Numerical simulation of seismic response of earth dams 64
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 57
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici 44
The equivalent linear nature of the dynamic Soil-Foundation-Superstructure Interaction (SFSI) of bridge-piers on caisson foundations 38
SIMPLIFIED SOLUTION FOR EVALUATING THE FOUNDATION INPUT MOTION OF EMBEDDED CAISSONS 21
Effect of seepage flows on the performance of foundations of bridges within watercourses 21
DYNAMIC CHARACTERIZATION OF POLYURETHANE GEL FOR GEOTECHNICAL SEISMIC ISOLATION APPLICATIONS 15
Performance-based interaction domains for eccentrically loaded pile groups considering scour effects 9
Totale 6.994
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Categoria #
all - tutte 20.950
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 20.950
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022345 0 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
2026/2027194 84 110 0 0 0 0 0 0 0 0 0 0
Totale 6.994