LANCELLOTTA, RENATO
 Distribuzione geografica
Continente #
EU - Europa 11.733
NA - Nord America 8.470
AS - Asia 1.357
SA - Sud America 114
AF - Africa 42
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 4
Totale 21.746
Nazione #
US - Stati Uniti d'America 8.361
IT - Italia 4.795
DE - Germania 1.818
GB - Regno Unito 1.526
FR - Francia 1.415
UA - Ucraina 659
CN - Cina 645
NL - Olanda 368
TR - Turchia 236
CH - Svizzera 229
IE - Irlanda 203
SE - Svezia 157
RU - Federazione Russa 121
KR - Corea 110
FI - Finlandia 103
IN - India 93
CA - Canada 90
JP - Giappone 76
HK - Hong Kong 48
BE - Belgio 44
BR - Brasile 32
CL - Cile 31
ES - Italia 30
AP - ???statistics.table.value.countryCode.AP??? 28
AT - Austria 27
RO - Romania 27
GR - Grecia 25
IR - Iran 23
PL - Polonia 23
EU - Europa 22
PE - Perù 21
AU - Australia 20
PT - Portogallo 20
BG - Bulgaria 19
CO - Colombia 19
TW - Taiwan 19
VN - Vietnam 16
DK - Danimarca 15
JO - Giordania 15
AE - Emirati Arabi Uniti 14
DZ - Algeria 14
NO - Norvegia 13
MY - Malesia 12
EG - Egitto 11
IL - Israele 11
MX - Messico 10
HR - Croazia 9
SG - Singapore 8
LT - Lituania 6
PS - Palestinian Territory 6
SV - El Salvador 6
AR - Argentina 5
CZ - Repubblica Ceca 5
RS - Serbia 5
EE - Estonia 4
LB - Libano 4
LU - Lussemburgo 4
VE - Venezuela 4
ZA - Sudafrica 4
CY - Cipro 3
ID - Indonesia 3
NC - Nuova Caledonia 3
NZ - Nuova Zelanda 3
OM - Oman 3
PH - Filippine 3
SK - Slovacchia (Repubblica Slovacca) 3
AL - Albania 2
BY - Bielorussia 2
EC - Ecuador 2
ET - Etiopia 2
HU - Ungheria 2
KW - Kuwait 2
MU - Mauritius 2
NG - Nigeria 2
PA - Panama 2
SA - Arabia Saudita 2
TH - Thailandia 2
AD - Andorra 1
AM - Armenia 1
AZ - Azerbaigian 1
BW - Botswana 1
CR - Costa Rica 1
GH - Ghana 1
KE - Kenya 1
KZ - Kazakistan 1
LK - Sri Lanka 1
MA - Marocco 1
MD - Moldavia 1
MG - Madagascar 1
MO - Macao, regione amministrativa speciale della Cina 1
NP - Nepal 1
RE - Reunion 1
SI - Slovenia 1
SY - Repubblica araba siriana 1
UG - Uganda 1
UZ - Uzbekistan 1
Totale 21.746
Città #
Ashburn 2.266
Southend 1.337
Seattle 839
Turin 592
Fairfield 491
Chandler 437
Des Moines 386
Princeton 356
Jacksonville 349
Woodbridge 253
Torino 241
San Ramon 235
Rome 223
Berlin 209
Chicago 205
Ann Arbor 203
Dublin 202
Cambridge 198
Milan 194
Izmir 187
Wilmington 183
Houston 165
Beijing 161
Herkenbosch 147
Bern 146
Zhengzhou 143
San Donato Milanese 118
Shanghai 97
Helsinki 95
Amsterdam 85
Zaporozhye 80
Baltimore 78
Naples 78
Frankfurt 74
Pennsylvania Furnace 72
Overberg 71
Saint Petersburg 63
Padua 60
Redwood City 58
Bologna 56
Council Bluffs 52
Boardman 51
Monopoli 50
Hangzhou 45
Mountain View 40
San Francisco 39
Florence 37
Muenchen 37
Modena 36
Genova 34
Brussels 33
London 33
Norwalk 32
Parma 32
Perugia 30
Buffalo 29
Vienna 26
San Diego 25
Toronto 25
Aosta 24
Bari 24
Bremen 24
Loreto 24
Malatya 24
Polverigi 24
Atlanta 23
Changsha 22
Paris 22
Udine 21
Verona 21
Catania 20
Central District 20
Chennai 20
Rende 20
Guangzhou 19
Moscow 19
Shenzhen 19
Sofia 19
Genoa 18
Valfenera 18
Cadro 17
Pavia 17
Salerno 17
Andover 16
Cosenza 16
Moncalieri 16
Nanjing 16
Pisa 16
Bogota 15
Ferrara 15
Leipzig 15
New York 15
Ningbo 15
Redmond 15
Reggio Emilia 15
Barletta 14
Fremont 14
Ravenna 14
Rogliano 14
Taipei 14
Totale 12.870
Nome #
Porosity of Fluid-Saturated Porous Media from Measured Seismic Wave Velocities 524
Soil porosity from seismic velocities 477
Lower-bound approach for seismic passive earth resistance 473
Analytical solution of Passive Earth Pressure 455
Imaging heterogeneities with electrical impedance tomography: laboratory results 435
Dynamic behaviour of shallow founded historic towers: validation of simplified approaches for seismic analyses 432
Progettazione Geotecnica secondo L'Eurocodice e le Norme Tecniche per le Costruzioni 413
Monitoraggio dei fenomeni di scalzamento di fondazioni in alveo mediante analisi della risposta dinamica 372
La Torre Ghirlandina: una storia di interazione struttura-terreno. XI Croce Lecture. 371
Plane slope failures in the Langhe region of Italy 346
Caratterizzazione e modellazione geotecnica 343
Geotecnica 340
Parametric study of cantilever walls subjected to seismic loading 331
New developments in field and laboratory testing of soils -Theme Lecture. 330
null 330
Influence of grading on the mechanical behaviour of Stava tailings 329
Geotecnica 305
Fondazioni 279
Limit pressure of pressuremeter tests 275
Identification technique for soil-structure analysis of the Ghirlandina tower 275
A Constitutive Equation for the Porosity Field 270
Application of fk Analysis of Surface Waves for Geotechnical Characterization 265
The leaning Tower of Pisa: Geotechnical theory and model tests 264
A note on pile interaction factors 264
A general nonlinear mathematical model for soil consolidation problems 262
Mathematical models for soil consolidation problems: a state of the art report 262
Geotechnical Engineering 258
Progettazione Geotecnica secondo L'Eurocodice 7 e le Norme Tecniche per le Costruzioni 2018. 255
Influence of sample preparation techniques ad stress path followed on the location of the critical state line: an example of a silty-dsandy tailing. 249
Model updating to forecast the dynamic behavior of the Ghirlandina tower in Modena, Italy 249
Prove di laboratorio e geofisiche di sito per la caratterizzazione di terreni piroclastici 243
Soil-foundation modelling in laterally loaded historical towers 242
Rilievo 3D e monitoraggio strutturale per l'analisi post-sisma del complesso di S. Nicola a Tolentino (MC) 237
Stiffness of granular soils from field performance. 237
A three-dimensional nonlinear model for soil consolidation 232
IMAGING HETEROGENEITIES AND DIFFUSION IN SAND SAMPLES 227
Stability and strength analysis of leaning towers 223
Some remarks on nonlinear consolidation models 223
Special Lecture: The role of monitoring and identification techniques on the preservation of historic towers 221
Soil-foundation modelling in laterally loaded historical towers 220
Geotechnical Engineering 218
Nonlinear consolidation models of clay which change type, 217
Capabilities of seismic tests in soil characterisation 212
Valutazione della sicurezza dei ponti stradali 212
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 212
Stability of a rigid column with non linear restraint. 211
Stiffness of Toyoura Sand at Small and Intermediate Strain 211
On the evaluation of pseudo-static passive earth pressure in EC8-5 210
Modal superposition effects on fk analysis of surface waves for small scale site characterization 209
Coupling between the evolution of a deformable porous medium and the motion of the fluids in the connected porosity 208
Notes on fk analysis of surface waves 206
Aspetti geotecnici nella conservazione della Torre Ghirlandina 205
La torre Ghirlandina. Cronaca del restauro e studi recenti. 203
An analysis of pressuremeter holding tests. 201
Stability problems of leaning towers on weak soil 201
The Leaning Tower of Pisa – Geotechnical Characterisation of the Tower Subsoil – A Summary Report 197
Seismic capacity of the Ghirlandina Tower in Modena, Italy 195
Continuum Mechanics using Matematica – Fundamentals, Applications and Scientific Computing 192
Introduzione al Numero Speciale della Rivista Italiana di Geotecnica 3/2015 192
Parametric study of cantilever walls subjected to earthquake loading 188
Contibutions to Géotechnique 1948-2008: Dynamics 185
Prefabricated Vertical Drains 180
Observations on the experimental behaviour of Pisa clay during electroosmotic filtration tests 180
Disturbed soil properties and geotechnical design. By A. Schofield. Book Review. 179
Dynamic response of cantilever retaining walls considering soil non-linearity 176
Uno studio sulla stabilità della Torre Ghirlandina 175
Experimental soil behaviour: its testing by waves and engineering applications 173
I dati del monitoraggio per la comprensione dei movimenti della Torre Ghirlandina 169
Yielding from field behavior and its influence on oil tanks settlements 168
Swelling processes in sliding marly layers in the Langhe region (Italy) 167
A Structural Analysis of the Modena Cathedral 163
Monitoraggio dinamico post-sisma della Basilica di San Nicola da Tolentino 160
Editoriale del numero speciale 1.2015 158
Editoriale 155
Mechanical behaviour of Monastero Bormida Clay: chemical and destructuration effects 150
TOMOGRAFIE ELETTRICHE SU CAMPIONI DI LABORATORIO 148
Valutazione della risposta dinamica di muri di sostegno a mensola 146
The role of swelling marl in planar slides in the Langhe region 142
Editorial: More than a birthday. 137
A first insight into towers' behaviour: geotechnical and structural mechanisms, leaning instability, long-term behaviour. 135
Observations during an excavation in urban area 132
Lesson from oedometer tests on high quality samples. 131
Geodetic monitoring and geotechnical analyses of subsidence induced settlements of historic structures 124
UNA NUOVA CELLA PER LO STUDIO DI PROCESSI IDRO-CHEMO-MECCANICI 123
Stiffness and penetration resistance of sands versus state parameters. 121
Experimentally driven considerations on fluxes and potentials evolutions during electrochemical soil remediation 120
Strengthening of the Parish Church in Farigliano 119
The Ghirlandina Tower in Modena: an example of dynamic identification. 113
Uncertainties in Soil-Structure Interaction 104
Geotechnics and Heritage. Historic Towers 103
Rilievo 3D e monitoraggio dinamico della Torre degli Smeducci e del campanile del Duomo vecchio a San Severino Marche 102
"Studio e monitoraggio del patrimonio costruito alla scala dei beni: modellazione 3D per l’analisi sismica della basilica di San Nicola a Tolentino. Architectural scale studies and monitoring of built heritage: 3D modelling for the seismic analysis of the basilica of San Nicola in Tolentino" 96
Evaluating the subsidence above gas reservoirs with an elasto-viscoplastic constitutive law. Laboratory evidences and case histories 96
The Cathedrals of Pisa, Siena and Florence. A through Inspection of the Medieval Construction Techniques. 86
Foundations 69
Advances in geomechanical subsidence modeling: Effects of elasto-visco-plastic constitutive behavior 64
Dalla configurazione attuale alle fasi costruttive: storia dei cedimenti subiti dal Duomo di Modena 64
The restoration of the Ghirlandina Tower in Modena and the assessment of soil-structure interaction by means of dynamic identification techniques. 62
L'interazione con il terreno e gli effetti della subsidenza del Duomo di Modena 48
Preliminary Assessment of the Seismic Behaviour of Giotto’s Bell Tower In Florence 45
Totale 21.606
Categoria #
all - tutte 52.459
article - articoli 21.724
book - libri 5.764
conference - conferenze 16.646
curatela - curatele 172
other - altro 557
patent - brevetti 0
selected - selezionate 0
volume - volumi 7.596
Totale 104.918


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019916 0 0 0 0 0 0 0 0 0 245 385 286
2019/20201.849 168 149 49 235 195 179 121 251 237 158 60 47
2020/20211.563 245 218 116 169 67 159 52 125 65 203 113 31
2021/20221.238 81 111 24 98 25 76 54 67 34 64 270 334
2022/20232.357 178 299 53 133 190 306 519 118 198 20 124 219
2023/2024550 59 60 94 41 85 55 36 62 34 24 0 0
Totale 21.889