CINECA IRIS Institutional Research Information System

STACUL, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 2.696
EU - Europa 1.376
AS - Asia 1.251
SA - Sud America 165
AF - Africa 41
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 1
Totale 5.536
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Nazione #
US - Stati Uniti d'America 2.631
IT - Italia 767
SG - Singapore 449
CN - Cina 383
SE - Svezia 201
HK - Hong Kong 171
BR - Brasile 138
DE - Germania 98
BG - Bulgaria 70
VN - Vietnam 56
CA - Canada 45
GB - Regno Unito 39
IN - India 39
NL - Olanda 33
FR - Francia 28
KR - Corea 28
TR - Turchia 26
FI - Finlandia 20
SN - Senegal 20
RU - Federazione Russa 19
AT - Austria 17
JP - Giappone 16
UA - Ucraina 16
ES - Italia 13
BD - Bangladesh 11
MX - Messico 10
ID - Indonesia 9
IQ - Iraq 9
PL - Polonia 9
CO - Colombia 8
IR - Iran 8
CH - Svizzera 7
GR - Grecia 7
AU - Australia 6
PH - Filippine 6
PK - Pakistan 6
RO - Romania 6
ZA - Sudafrica 6
CZ - Repubblica Ceca 5
DZ - Algeria 5
SA - Arabia Saudita 5
TT - Trinidad e Tobago 5
EC - Ecuador 4
PE - Perù 4
PT - Portogallo 4
SK - Slovacchia (Repubblica Slovacca) 4
TH - Thailandia 4
TW - Taiwan 4
AR - Argentina 3
BN - Brunei Darussalam 3
CI - Costa d'Avorio 3
IE - Irlanda 3
IL - Israele 3
LT - Lituania 3
MA - Marocco 3
OM - Oman 3
VE - Venezuela 3
AL - Albania 2
CL - Cile 2
HR - Croazia 2
JM - Giamaica 2
JO - Giordania 2
LB - Libano 2
NP - Nepal 2
UY - Uruguay 2
UZ - Uzbekistan 2
AE - Emirati Arabi Uniti 1
AO - Angola 1
AZ - Azerbaigian 1
BE - Belgio 1
CR - Costa Rica 1
DK - Danimarca 1
DM - Dominica 1
EG - Egitto 1
KE - Kenya 1
MY - Malesia 1
NO - Norvegia 1
PR - Porto Rico 1
PY - Paraguay 1
QA - Qatar 1
SX - ???statistics.table.value.countryCode.SX??? 1
TN - Tunisia 1
Totale 5.536
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Città #
Dallas 847
Santa Clara 255
Singapore 242
Ashburn 186
Hong Kong 170
Fairfield 144
Serra 124
Shanghai 122
Chandler 109
Woodbridge 105
Seattle 74
Sofia 69
Wilmington 59
Beijing 58
Pisa 57
Milan 55
Houston 54
Lucca 51
Los Angeles 50
Cambridge 46
Rome 45
Boardman 43
Hefei 41
Princeton 38
Florence 37
Lawrence 33
Munich 33
Ottawa 27
Seoul 27
Chicago 24
Ann Arbor 22
Boulder 20
Dakar 20
London 20
Bremen 19
Dearborn 17
Dong Ket 16
Nuremberg 16
New York 15
Des Moines 14
São Paulo 14
Frankfurt am Main 12
Genoa 12
Ho Chi Minh City 12
Modena 12
Tokyo 12
Medford 11
Redondo Beach 11
Buffalo 10
Fuzhou 10
Ogden 10
Bari 9
Helsinki 9
Mountain View 9
Naples 9
Phoenix 9
Nanjing 8
Redwood City 8
Warsaw 8
Istanbul 7
San Diego 7
Viareggio 7
Belo Horizonte 6
Changsha 6
Chengdu 6
Paris 6
Shenyang 6
Turku 6
Amsterdam 5
Baghdad 5
Brooklyn 5
Council Bluffs 5
Denver 5
Guarulhos 5
Montreal 5
New Delhi 5
Palermo 5
Quinto Vicentino 5
Rozzano 5
Toronto 5
Vienna 5
Blacksburg 4
Bologna 4
Boston 4
Brno 4
Bucharest 4
Cascina 4
Catania 4
Cologno Monzese 4
Gallarate 4
Guangzhou 4
Hebei 4
Izmir 4
Las Palmas de Gran Canaria 4
Misterbianco 4
New Taipei 4
Orem 4
Pescara 4
Prato 4
Quanzhou 4
Totale 3.797
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Nome #
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 840
Manuale di Ingegneria Geotecnica volume II 308
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 204
Use in practice of seismic tests according to Eurocodes 196
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 151
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 141
Use of seismic piezocone for the assessment of the propagation velocity of body waves 135
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits 135
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 133
Indagini sui materiali sulle strutture e sul sottosuolo 126
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 119
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 117
Analisi di fondazioni su pali soggette a forze orizzontali 116
PRaFULL: A method for the analysis of piled raft foundation under lateral load 115
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy) 113
Implementation and use of a mechanical cone penetration test database for liquefaction hazard assessment of the coastal area of the tuscany region 113
A model study on energy piles 112
Analysis of Laterally Loaded Piled Raft Foundation 112
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 102
Kinematic Soil-Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 100
Free-Field Seismic Response Analysis: The Piazza dei Miracoli in Pisa Case study 99
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 98
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 97
PILE-HEAD KINEMATIC BENDING IN TWO-LAYERED SOIL 95
null 94
Numerical Assessment of Laterally Loaded Pile Group Efficiency 93
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 91
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 91
BANCA DATI DI PROVE CPTM PER LA VALUTAZIONE DEL POTENZIALE DI LIQUEFAZIONE NELL’AREA COSTIERA DELLA REGIONE TOSCANA 91
The contribution of vegetation to the shallow slopes stability 85
Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests 83
The restoration of San Paolo Church in Pisa: Geotechnical aspects 82
Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction 76
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 76
Assessment of Factors Contributing to Levees Stability 76
Simplified assessment of pile-head kinematic demand in layered soil 73
Capability of seismic CPTu and DMT in assessing propagation velocity of body waves: A comparative study 72
Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles 61
Kinematic pile-head bending under large earthquake-induced shear strains 59
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges 58
Insights into Landslide Interaction with Bridges and Viaducts: Lessons from Italian Case Studies and Database Analysis 58
Available methods for the identification of the foundation system and depth in case of existing bridges 58
SEMI-ANALYTICAL SOLUTIONS FOR EVALUATING THE FIM FOR PILE FOUNDATIONS 55
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 55
Landslide-bridge interaction: Insights from an extensive database of Italian case studies 50
Lessons from international case studies on bridge-slide interaction problems 48
Relevance of the Foundation Input Motion in the assessment of the seismic response of pile-supported bridge piers 47
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 47
Valutazione semplificata del momento flettente cinematico considerando il comportamento non lineare del palo e del terreno 46
On the assessment of compression and shear wave velocities via seismic cone penetration test and comparisons with other geophysical tests at different sites 45
Numerical simulation of seismic response of earth dams 41
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici 30
The equivalent linear nature of the dynamic Soil-Foundation-Superstructure Interaction (SFSI) of bridge-piers on caisson foundations 18
Totale 5.736
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Categoria #
all - tutte 17.213
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 17.213
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021183 0 0 0 0 0 22 24 20 41 21 7 48
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
2025/20261.671 94 412 694 113 195 163 0 0 0 0 0 0
Totale 5.736