STACUL, STEFANO
 Distribuzione geografica
Continente #
NA - Nord America 356
EU - Europa 138
AS - Asia 37
SA - Sud America 8
AF - Africa 4
OC - Oceania 3
Totale 546
Nazione #
US - Stati Uniti d'America 352
IT - Italia 88
FR - Francia 13
VN - Vietnam 10
DE - Germania 8
IR - Iran 6
BO - Bolivia 5
CN - Cina 5
RU - Federazione Russa 4
TR - Turchia 4
AU - Australia 3
CA - Canada 3
CZ - Repubblica Ceca 3
GR - Grecia 3
NL - Olanda 3
NO - Norvegia 3
UA - Ucraina 3
ZA - Sudafrica 3
BD - Bangladesh 2
BE - Belgio 2
BR - Brasile 2
GB - Regno Unito 2
IL - Israele 2
IN - India 2
IQ - Iraq 2
RO - Romania 2
SE - Svezia 2
TW - Taiwan 2
CL - Cile 1
DZ - Algeria 1
ID - Indonesia 1
IE - Irlanda 1
JP - Giappone 1
MX - Messico 1
PL - Polonia 1
Totale 546
Città #
Fairfield 41
Ashburn 33
Buffalo 28
Woodbridge 23
Santa Cruz 22
Houston 21
Seattle 21
Pisa 18
Serra 18
Cambridge 16
Wilmington 12
Dong Ket 7
Chicago 6
Dallas 6
Fleming Island 6
Rome 5
Bari 4
Milan 4
University Park 4
Ann Arbor 3
Bergamo 3
Bremen 3
Calci 3
Clearwater 3
Des Moines 3
Gaggio Montano 3
La Paz 3
Lake Forest 3
Las Vegas 3
Muizenberg 3
New York 3
Phoenix 3
Riva 3
San Diego 3
Trondheim 3
Baghdad 2
Bengaluru 2
Boardman 2
Casale sul Sile 2
Florence 2
Oakland 2
Provo 2
San Francisco 2
Shanghai 2
Stockholm 2
Sucre 2
Taipei 2
Tarantasca 2
Venezia 2
Beijing 1
Bologna 1
Brooklyn 1
Büdelsdorf 1
Capannori 1
Cardiff 1
Cheyenne 1
Council Bluffs 1
Crugers 1
Denver 1
Dublin 1
Forlì 1
Frankfurt am Main 1
Giussano 1
Guadalajara 1
Herndon 1
Itaquaquecetuba 1
Jacksonville 1
Jakarta 1
Jersey City 1
Jinan 1
Livorno 1
Lucca 1
Mazzano Romano 1
Mesagne 1
Messina 1
Milpitas 1
Mississauga 1
Moscow 1
Mountain View 1
Nürnberg 1
Omaha 1
Ottawa 1
Paris 1
Parsippany 1
Piove Di Sacco 1
Pomezia 1
Radom 1
Recife 1
Saint Petersburg 1
Scarborough 1
Turin 1
Verona 1
West Point 1
Wuhan 1
Yellow Springs 1
Totale 417
Nome #
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections, file e0d6c929-7783-fcf8-e053-d805fe0aa794 136
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections, file e0d6c92a-d237-fcf8-e053-d805fe0aa794 111
null, file e0d6c92a-e10f-fcf8-e053-d805fe0aa794 108
The restoration of San Paolo Church in Pisa: Geotechnical aspects, file e0d6c92a-b487-fcf8-e053-d805fe0aa794 64
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections, file e0d6c92a-b65d-fcf8-e053-d805fe0aa794 51
Manuale di Ingegneria Geotecnica volume II, file e0d6c928-f9b3-fcf8-e053-d805fe0aa794 30
Empirical correlations to improve the use of mechanical CPT in the liquefaction potential evaluation and soil profile reconstruction, file e0d6c92a-d516-fcf8-e053-d805fe0aa794 24
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa, file e0d6c92a-b014-fcf8-e053-d805fe0aa794 9
Use in practice of seismic tests according to Eurocodes, file e0d6c929-b213-fcf8-e053-d805fe0aa794 8
null, file e0d6c92d-6dd0-fcf8-e053-d805fe0aa794 8
Free-Field Seismic Response Analysis: The Piazza dei Miracoli in Pisa Case study, file e0d6c92a-b688-fcf8-e053-d805fe0aa794 3
PILE-HEAD KINEMATIC BENDING IN TWO-LAYERED SOIL, file e0d6c92d-a089-fcf8-e053-d805fe0aa794 3
Kinematic Soil-Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach, file e0d6c932-4653-fcf8-e053-d805fe0aa794 3
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil, file e0d6c92a-6f6f-fcf8-e053-d805fe0aa794 2
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years, file e0d6c92a-b94b-fcf8-e053-d805fe0aa794 2
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil, file e0d6c92a-fbc3-fcf8-e053-d805fe0aa794 2
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy), file bbc3f42d-012c-435a-a06b-da81d77e0a5c 1
Effect of non-linear soil response and pile post-cracking behavior on seismically induced bending moments in fixed-head long piles, file e0d6c92e-da58-fcf8-e053-d805fe0aa794 1
Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests, file eabf56b2-729a-41cb-9cb7-f5da66d2e59a 1
Totale 567
Categoria #
all - tutte 1.289
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 1.289


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020126 0 2 15 10 16 11 16 18 16 9 6 7
2020/2021123 4 29 8 4 6 7 13 9 11 9 9 14
2021/2022130 11 9 17 13 12 5 6 8 5 2 34 8
2022/2023138 14 6 32 20 10 22 13 7 5 3 3 3
2023/202449 8 5 4 3 13 5 6 5 0 0 0 0
Totale 567