LANCELLOTTA, RENATO
 Distribuzione geografica
Continente #
EU - Europa 13.234
NA - Nord America 10.949
AS - Asia 5.675
SA - Sud America 535
AF - Africa 91
OC - Oceania 28
Continente sconosciuto - Info sul continente non disponibili 4
Totale 30.516
Nazione #
US - Stati Uniti d'America 10.779
IT - Italia 5.404
DE - Germania 1.901
GB - Regno Unito 1.600
FR - Francia 1.592
SG - Singapore 1.586
CN - Cina 1.241
VN - Vietnam 1.236
UA - Ucraina 673
RU - Federazione Russa 478
NL - Olanda 404
BR - Brasile 397
KR - Corea 334
TR - Turchia 252
CH - Svizzera 245
IN - India 241
HK - Hong Kong 223
IE - Irlanda 206
SE - Svezia 163
FI - Finlandia 139
CA - Canada 113
JP - Giappone 113
BD - Bangladesh 71
BE - Belgio 54
PH - Filippine 54
AT - Austria 45
ES - Italia 45
TH - Thailandia 45
TW - Taiwan 44
CL - Cile 37
IQ - Iraq 37
PL - Polonia 37
MX - Messico 31
IR - Iran 29
RO - Romania 29
AP - ???statistics.table.value.countryCode.AP??? 28
GR - Grecia 28
PT - Portogallo 28
CO - Colombia 25
ID - Indonesia 25
JO - Giordania 23
PE - Perù 23
AE - Emirati Arabi Uniti 22
AU - Australia 22
EU - Europa 22
AR - Argentina 21
BG - Bulgaria 19
UZ - Uzbekistan 19
DK - Danimarca 17
EG - Egitto 17
MY - Malesia 16
DZ - Algeria 15
ZA - Sudafrica 14
NO - Norvegia 13
IL - Israele 12
VE - Venezuela 12
LT - Lituania 11
EC - Ecuador 10
HR - Croazia 10
PS - Palestinian Territory 8
TN - Tunisia 8
LB - Libano 7
PK - Pakistan 7
SV - El Salvador 7
AL - Albania 6
CZ - Repubblica Ceca 6
ET - Etiopia 6
KE - Kenya 6
RS - Serbia 6
CM - Camerun 5
NP - Nepal 5
AZ - Azerbaigian 4
EE - Estonia 4
KZ - Kazakistan 4
LU - Lussemburgo 4
NG - Nigeria 4
PA - Panama 4
PY - Paraguay 4
SA - Arabia Saudita 4
BO - Bolivia 3
BY - Bielorussia 3
CY - Cipro 3
DO - Repubblica Dominicana 3
HN - Honduras 3
HU - Ungheria 3
MA - Marocco 3
MC - Monaco 3
NC - Nuova Caledonia 3
NZ - Nuova Zelanda 3
OM - Oman 3
SK - Slovacchia (Repubblica Slovacca) 3
AM - Armenia 2
CI - Costa d'Avorio 2
CR - Costa Rica 2
GE - Georgia 2
JM - Giamaica 2
KW - Kuwait 2
LK - Sri Lanka 2
MU - Mauritius 2
SN - Senegal 2
Totale 30.493
Città #
Ashburn 2.552
Southend 1.350
Singapore 881
Seattle 843
Turin 698
San Jose 622
Fairfield 491
Chandler 446
Des Moines 387
Princeton 359
Jacksonville 356
Ho Chi Minh City 329
Hanoi 298
Beijing 269
Rome 260
Milan 259
Woodbridge 257
Torino 241
San Ramon 238
Ann Arbor 215
Santa Clara 213
Berlin 211
Chicago 208
Dublin 205
Cambridge 199
Izmir 192
Wilmington 184
Houston 167
Boardman 164
Hong Kong 156
Council Bluffs 153
Zhengzhou 150
Herkenbosch 148
Bern 147
Helsinki 125
San Donato Milanese 119
Los Angeles 115
Shanghai 108
Amsterdam 94
Lauterbourg 93
Seoul 93
Naples 89
Dallas 82
Baltimore 81
Zaporozhye 81
Frankfurt 74
Pennsylvania Furnace 73
Overberg 72
Bologna 70
Buffalo 63
Saint Petersburg 63
Padua 62
Redwood City 59
Da Nang 57
Haiphong 54
New York 54
Florence 53
Monopoli 51
Hangzhou 47
San Francisco 44
Hefei 43
Brussels 42
Modena 40
Mountain View 40
London 38
Muenchen 37
Parma 36
Perugia 35
Chennai 34
Frankfurt am Main 34
Genova 34
Norwalk 32
Paris 32
Orem 31
São Paulo 31
Bari 30
Moscow 30
Toronto 30
Catania 29
Guangzhou 29
San Diego 29
Atlanta 28
Vienna 27
Changsha 26
Malatya 25
Aosta 24
Bremen 24
Loreto 24
Polverigi 24
Tokyo 24
Verona 24
Pisa 23
Udine 22
Warsaw 21
Central District 20
Ravenna 20
Rende 20
Shenzhen 20
Yubileyny 20
Bangkok 19
Totale 16.975
Nome #
Porosity of Fluid-Saturated Porous Media from Measured Seismic Wave Velocities 676
Soil porosity from seismic velocities 614
Lower-bound approach for seismic passive earth resistance 599
Imaging heterogeneities with electrical impedance tomography: laboratory results 559
Dynamic behaviour of shallow founded historic towers: validation of simplified approaches for seismic analyses 554
Caratterizzazione e modellazione geotecnica 525
Geotecnica 517
Analytical solution of Passive Earth Pressure 506
Progettazione Geotecnica secondo L'Eurocodice 7 e le Norme Tecniche per le Costruzioni 2018. 500
Progettazione Geotecnica secondo L'Eurocodice e le Norme Tecniche per le Costruzioni 491
La Torre Ghirlandina: una storia di interazione struttura-terreno. XI Croce Lecture. 485
Influence of grading on the mechanical behaviour of Stava tailings 455
Monitoraggio dei fenomeni di scalzamento di fondazioni in alveo mediante analisi della risposta dinamica 436
Plane slope failures in the Langhe region of Italy 422
New developments in field and laboratory testing of soils -Theme Lecture. 419
Parametric study of cantilever walls subjected to seismic loading 378
Influence of sample preparation techniques ad stress path followed on the location of the critical state line: an example of a silty-dsandy tailing. 360
Geotecnica 359
Fondazioni 356
Identification technique for soil-structure analysis of the Ghirlandina tower 354
Model updating to forecast the dynamic behavior of the Ghirlandina tower in Modena, Italy 352
Geotechnical Engineering 347
Limit pressure of pressuremeter tests 334
Soil-foundation modelling in laterally loaded historical towers 334
Application of fk Analysis of Surface Waves for Geotechnical Characterization 332
Mathematical models for soil consolidation problems: a state of the art report 331
null 330
A general nonlinear mathematical model for soil consolidation problems 329
IMAGING HETEROGENEITIES AND DIFFUSION IN SAND SAMPLES 329
Prove di laboratorio e geofisiche di sito per la caratterizzazione di terreni piroclastici 326
A note on pile interaction factors 321
A Constitutive Equation for the Porosity Field 320
Rilievo 3D e monitoraggio strutturale per l'analisi post-sisma del complesso di S. Nicola a Tolentino (MC) 316
The leaning Tower of Pisa: Geotechnical theory and model tests 315
Nonlinear consolidation models of clay which change type, 300
A three-dimensional nonlinear model for soil consolidation 299
Stiffness of granular soils from field performance. 297
The Leaning Tower of Pisa – Geotechnical Characterisation of the Tower Subsoil – A Summary Report 295
Capabilities of seismic tests in soil characterisation 291
Stability and strength analysis of leaning towers 290
Some remarks on nonlinear consolidation models 288
Special Lecture: The role of monitoring and identification techniques on the preservation of historic towers 280
Coupling between the evolution of a deformable porous medium and the motion of the fluids in the connected porosity 276
Stability of a rigid column with non linear restraint. 275
Stiffness of Toyoura Sand at Small and Intermediate Strain 272
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 272
La torre Ghirlandina. Cronaca del restauro e studi recenti. 271
Soil-foundation modelling in laterally loaded historical towers 268
Geotechnical Engineering 268
Continuum Mechanics using Matematica – Fundamentals, Applications and Scientific Computing 264
Notes on fk analysis of surface waves 264
Rilievo 3D e monitoraggio dinamico della Torre degli Smeducci e del campanile del Duomo vecchio a San Severino Marche 263
Seismic capacity of the Ghirlandina Tower in Modena, Italy 261
Aspetti geotecnici nella conservazione della Torre Ghirlandina 258
On the evaluation of pseudo-static passive earth pressure in EC8-5 258
Valutazione della sicurezza dei ponti stradali 258
Swelling processes in sliding marly layers in the Langhe region (Italy) 258
"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" 256
Stability problems of leaning towers on weak soil 254
Parametric study of cantilever walls subjected to earthquake loading 252
Modal superposition effects on fk analysis of surface waves for small scale site characterization 249
The Cathedrals of Pisa, Siena and Florence. A through Inspection of the Medieval Construction Techniques. 244
Introduzione al Numero Speciale della Rivista Italiana di Geotecnica 3/2015 241
Prefabricated Vertical Drains 240
An analysis of pressuremeter holding tests. 238
Disturbed soil properties and geotechnical design. By A. Schofield. Book Review. 237
Dynamic response of cantilever retaining walls considering soil non-linearity 233
A first insight into towers' behaviour: geotechnical and structural mechanisms, leaning instability, long-term behaviour. 233
Experimental soil behaviour: its testing by waves and engineering applications 232
Monitoraggio dinamico post-sisma della Basilica di San Nicola da Tolentino 232
Contibutions to Géotechnique 1948-2008: Dynamics 230
Editoriale del numero speciale 1.2015 226
Observations on the experimental behaviour of Pisa clay during electroosmotic filtration tests 225
Uno studio sulla stabilità della Torre Ghirlandina 221
Editorial: More than a birthday. 221
Yielding from field behavior and its influence on oil tanks settlements 219
A study of Damages to the Parish Church in Farigliano 218
Preliminary Assessment of the Seismic Behaviour of Giotto’s Bell Tower In Florence 216
Mechanical behaviour of Monastero Bormida Clay: chemical and destructuration effects 216
I dati del monitoraggio per la comprensione dei movimenti della Torre Ghirlandina 214
A Structural Analysis of the Modena Cathedral 213
Geodetic monitoring and geotechnical analyses of subsidence induced settlements of historic structures 212
Editoriale 204
Geotechnics and Heritage. Historic Towers 199
TOMOGRAFIE ELETTRICHE SU CAMPIONI DI LABORATORIO 195
Valutazione della risposta dinamica di muri di sostegno a mensola 195
Dalla configurazione attuale alle fasi costruttive: storia dei cedimenti subiti dal Duomo di Modena 193
Effects of 2012 Earthquake on the behavior of Ghirlandina tower in Modena 188
Stiffness and penetration resistance of sands versus state parameters. 188
Evaluating the subsidence above gas reservoirs with an elasto-viscoplastic constitutive law. Laboratory evidences and case histories 186
Lesson from oedometer tests on high quality samples. 180
The role of swelling marl in planar slides in the Langhe region 180
Observations during an excavation in urban area 178
Advances in geomechanical subsidence modeling: Effects of elasto-visco-plastic constitutive behavior 178
The Ghirlandina Tower in Modena: an example of dynamic identification. 174
Experimentally driven considerations on fluxes and potentials evolutions during electrochemical soil remediation 171
UNA NUOVA CELLA PER LO STUDIO DI PROCESSI IDRO-CHEMO-MECCANICI 171
The restoration of the Ghirlandina Tower in Modena and the assessment of soil-structure interaction by means of dynamic identification techniques. 168
Strengthening of the Parish Church in Farigliano 167
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 161
Totale 29.555
Categoria #
all - tutte 80.477
article - articoli 32.612
book - libri 8.975
conference - conferenze 25.100
curatela - curatele 527
other - altro 816
patent - brevetti 0
selected - selezionate 0
volume - volumi 12.447
Totale 160.954


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202131 0 0 0 0 0 0 0 0 0 0 0 31
2021/20221.255 83 112 24 100 25 77 55 67 34 65 276 337
2022/20232.381 180 304 53 138 190 310 520 119 200 20 126 221
2023/2024785 59 60 97 41 86 55 36 62 34 26 68 161
2024/20252.342 79 328 142 259 244 141 170 151 338 125 170 195
2025/20266.025 362 295 344 503 314 341 849 421 1.460 672 157 307
Totale 30.660