CINECA IRIS Institutional Research Information System

STACUL, STEFANO
 Distribuzione geografica
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Continente #
NA - Nord America 1.529
EU - Europa 957
AS - Asia 475
AF - Africa 27
SA - Sud America 13
OC - Oceania 3
Totale 3.004
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Nazione #
US - Stati Uniti d'America 1.495
IT - Italia 533
CN - Cina 249
SE - Svezia 197
SG - Singapore 94
BG - Bulgaria 69
DE - Germania 42
VN - Vietnam 39
CA - Canada 33
IN - India 26
SN - Senegal 20
TR - Turchia 20
GB - Regno Unito 19
UA - Ucraina 15
RU - Federazione Russa 12
FR - Francia 11
ES - Italia 9
FI - Finlandia 8
NL - Olanda 8
BR - Brasile 7
GR - Grecia 7
HK - Hong Kong 7
IR - Iran 7
CH - Svizzera 6
RO - Romania 6
CO - Colombia 5
JP - Giappone 5
PL - Polonia 5
CZ - Repubblica Ceca 4
DZ - Algeria 4
IQ - Iraq 4
PH - Filippine 4
TW - Taiwan 4
AU - Australia 3
BN - Brunei Darussalam 3
CI - Costa d'Avorio 3
ID - Indonesia 3
KR - Corea 3
BD - Bangladesh 2
NP - Nepal 2
PT - Portogallo 2
AT - Austria 1
BE - Belgio 1
DM - Dominica 1
EC - Ecuador 1
HR - Croazia 1
IE - Irlanda 1
MY - Malesia 1
PK - Pakistan 1
TH - Thailandia 1
Totale 3.004
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Città #
Santa Clara 254
Fairfield 144
Serra 123
Shanghai 121
Chandler 109
Woodbridge 105
Ashburn 91
Seattle 73
Sofia 69
Wilmington 59
Houston 51
Cambridge 46
Boardman 44
Pisa 43
Milan 39
Princeton 38
Singapore 38
Lawrence 33
Florence 30
Rome 29
Ottawa 27
Beijing 26
Ann Arbor 22
Boulder 20
Dakar 20
Bremen 19
Chicago 19
Los Angeles 18
Dearborn 17
Dong Ket 16
Des Moines 14
Fuzhou 11
Medford 11
Ogden 11
Genoa 10
New York 10
Mountain View 9
Frankfurt am Main 8
Nanjing 8
Redwood City 8
Bari 7
London 7
Modena 7
San Diego 7
Changsha 6
Helsinki 6
Hong Kong 6
Istanbul 6
Shenyang 6
Viareggio 6
Phoenix 5
Quinto Vicentino 5
Warsaw 5
Belo Horizonte 4
Blacksburg 4
Brno 4
Bucharest 4
Cologno Monzese 4
Gallarate 4
Guangzhou 4
Hebei 4
Ho Chi Minh City 4
Izmir 4
Las Palmas de Gran Canaria 4
New Delhi 4
New Taipei 4
Pescara 4
Prato 4
Quanzhou 4
Tezpur 4
Tianjin 4
Abidjan 3
Baghdad 3
Casoria 3
Clark 3
Duncan 3
Hefei 3
Kunming 3
Las Vegas 3
Lucca 3
Montichiari 3
Monza 3
Nanchang 3
Sant'Agata di Militello 3
Silchar 3
Torino 3
Toronto 3
Treviso 3
Washington 3
Aioicho 2
Amsterdam 2
Avellino 2
Bandar Seri Begawan 2
Baveno 2
Bergamo 2
Bogotá 2
Bologna 2
Buggiano 2
Carrara 2
Cartoceto 2
Totale 2.070
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Nome #
Manuale di Ingegneria Geotecnica volume II 199
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 158
Use in practice of seismic tests according to Eurocodes 150
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 123
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 113
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 101
A model study on energy piles 100
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 97
PRaFULL: A method for the analysis of piled raft foundation under lateral load 96
null 94
Analisi di fondazioni su pali soggette a forze orizzontali 93
Analysis of Laterally Loaded Piled Raft Foundation 93
PILE-HEAD KINEMATIC BENDING IN TWO-LAYERED SOIL 87
Indagini sui materiali sulle strutture e sul sottosuolo 77
null 76
Free-Field Seismic Response Analysis: The Piazza dei Miracoli in Pisa Case study 76
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 75
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits 73
The restoration of San Paolo Church in Pisa: Geotechnical aspects 73
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 70
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 69
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 67
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 63
Numerical Assessment of Laterally Loaded Pile Group Efficiency 63
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 63
Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction 61
Implementation and use of a mechanical cone penetration test database for liquefaction hazard assessment of the coastal area of the tuscany region 59
BANCA DATI DI PROVE CPTM PER LA VALUTAZIONE DEL POTENZIALE DI LIQUEFAZIONE NELL’AREA COSTIERA DELLA REGIONE TOSCANA 58
The contribution of vegetation to the shallow slopes stability 58
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 53
Kinematic Soil-Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach 53
Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles 49
Simplified assessment of pile-head kinematic demand in layered soil 47
Capability of seismic CPTu and DMT in assessing propagation velocity of body waves: A comparative study 33
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 33
Valutazione semplificata del momento flettente cinematico considerando il comportamento non lineare del palo e del terreno 30
Kinematic pile-head bending under large earthquake-induced shear strains 30
Assessment of Factors Contributing to Levees Stability 30
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy) 29
Use of seismic piezocone for the assessment of the propagation velocity of body waves 23
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 20
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges 18
Numerical simulation of seismic response of earth dams 18
SEMI-ANALYTICAL SOLUTIONS FOR EVALUATING THE FIM FOR PILE FOUNDATIONS 17
Available methods for the identification of the foundation system and depth in case of existing bridges 16
Insights into Landslide Interaction with Bridges and Viaducts: Lessons from Italian Case Studies and Database Analysis 15
Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests 15
Relevance of the Foundation Input Motion in the assessment of the seismic response of pile-supported bridge piers 14
Lessons from international case studies on bridge-slide interaction problems 13
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 12
Landslide-bridge interaction: Insights from an extensive database of Italian case studies 11
On the assessment of compression and shear wave velocities via seismic cone penetration test and comparisons with other geophysical tests at different sites 8
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici 8
Totale 3.180
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Categoria #
all - tutte 11.124
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 11.124
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020234 0 0 0 0 0 0 45 52 53 31 39 14
2020/2021243 20 16 14 7 3 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
2023/2024350 18 25 32 17 38 37 51 16 4 38 21 53
2024/2025690 27 49 22 124 202 233 33 0 0 0 0 0
Totale 3.180