LANCELLOTTA, RENATO
 Distribuzione geografica
Continente #
EU - Europa 12.128
NA - Nord America 9.195
AS - Asia 1.810
SA - Sud America 118
AF - Africa 42
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 4
Totale 23.323
Nazione #
US - Stati Uniti d'America 9.083
IT - Italia 4.965
DE - Germania 1.849
GB - Regno Unito 1.546
FR - Francia 1.437
CN - Cina 680
UA - Ucraina 669
NL - Olanda 372
SG - Singapore 329
TR - Turchia 248
CH - Svizzera 241
RU - Federazione Russa 210
IE - Irlanda 205
KR - Corea 167
SE - Svezia 160
FI - Finlandia 111
IN - India 99
CA - Canada 93
JP - Giappone 77
HK - Hong Kong 53
BE - Belgio 52
BR - Brasile 34
CL - Cile 31
ES - Italia 31
AP - ???statistics.table.value.countryCode.AP??? 28
AT - Austria 27
RO - Romania 27
IR - Iran 26
PL - Polonia 26
GR - Grecia 25
PT - Portogallo 24
EU - Europa 22
PE - Perù 22
AU - Australia 20
BG - Bulgaria 19
CO - Colombia 19
TW - Taiwan 19
DK - Danimarca 16
JO - Giordania 16
VN - Vietnam 16
AE - Emirati Arabi Uniti 14
DZ - Algeria 14
ID - Indonesia 13
NO - Norvegia 13
MY - Malesia 12
EG - Egitto 11
IL - Israele 11
MX - Messico 10
HR - Croazia 9
LT - Lituania 9
AR - Argentina 6
PS - Palestinian Territory 6
SV - El Salvador 6
CZ - Repubblica Ceca 5
RS - Serbia 5
AL - Albania 4
EE - Estonia 4
LB - Libano 4
LU - Lussemburgo 4
PH - Filippine 4
VE - Venezuela 4
ZA - Sudafrica 4
CY - Cipro 3
NC - Nuova Caledonia 3
NZ - Nuova Zelanda 3
OM - Oman 3
SK - Slovacchia (Repubblica Slovacca) 3
BY - Bielorussia 2
EC - Ecuador 2
ET - Etiopia 2
HU - Ungheria 2
KW - Kuwait 2
KZ - Kazakistan 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
IQ - Iraq 1
KE - Kenya 1
LK - Sri Lanka 1
MA - Marocco 1
MC - Monaco 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 23.323
Città #
Ashburn 2.333
Southend 1.350
Seattle 842
Turin 626
Fairfield 491
Chandler 446
Des Moines 386
Princeton 359
Jacksonville 354
Woodbridge 257
Singapore 251
Torino 241
San Ramon 238
Rome 229
Milan 219
Ann Arbor 215
Berlin 211
Chicago 206
Dublin 204
Cambridge 199
Izmir 192
Santa Clara 187
Wilmington 184
Houston 165
Beijing 162
Boardman 159
Herkenbosch 148
Bern 147
Zhengzhou 147
San Donato Milanese 119
Council Bluffs 103
Helsinki 103
Shanghai 100
Amsterdam 87
Naples 81
Zaporozhye 81
Baltimore 79
Frankfurt 74
Pennsylvania Furnace 73
Overberg 72
Saint Petersburg 63
Padua 61
Bologna 59
Redwood City 59
Monopoli 51
Hangzhou 45
Florence 42
New York 42
Brussels 41
Mountain View 40
San Francisco 39
Modena 37
Muenchen 37
London 35
Perugia 35
Genova 34
Parma 34
Norwalk 32
Buffalo 30
San Diego 27
Bari 26
Paris 26
Toronto 26
Vienna 26
Malatya 25
Aosta 24
Bremen 24
Loreto 24
Polverigi 24
Atlanta 23
Changsha 23
Verona 22
Catania 21
Udine 21
Central District 20
Chennai 20
Moscow 20
Rende 20
Yubileyny 20
Guangzhou 19
Shenzhen 19
Sofia 19
Genoa 18
Pavia 18
Piscataway 18
Valfenera 18
Cadro 17
Ferrara 17
Frankfurt am Main 17
Salerno 17
Andover 16
Cosenza 16
Fremont 16
Moncalieri 16
Nanjing 16
Padova 16
Pisa 16
Bogota 15
Leipzig 15
Ningbo 15
Totale 13.752
Nome #
Porosity of Fluid-Saturated Porous Media from Measured Seismic Wave Velocities 562
Soil porosity from seismic velocities 514
Lower-bound approach for seismic passive earth resistance 491
Dynamic behaviour of shallow founded historic towers: validation of simplified approaches for seismic analyses 474
Imaging heterogeneities with electrical impedance tomography: laboratory results 473
Analytical solution of Passive Earth Pressure 461
Progettazione Geotecnica secondo L'Eurocodice e le Norme Tecniche per le Costruzioni 425
La Torre Ghirlandina: una storia di interazione struttura-terreno. XI Croce Lecture. 394
Monitoraggio dei fenomeni di scalzamento di fondazioni in alveo mediante analisi della risposta dinamica 381
Geotecnica 369
Caratterizzazione e modellazione geotecnica 367
Influence of grading on the mechanical behaviour of Stava tailings 365
Plane slope failures in the Langhe region of Italy 355
Parametric study of cantilever walls subjected to seismic loading 347
New developments in field and laboratory testing of soils -Theme Lecture. 337
null 330
Progettazione Geotecnica secondo L'Eurocodice 7 e le Norme Tecniche per le Costruzioni 2018. 322
Geotecnica 314
Influence of sample preparation techniques ad stress path followed on the location of the critical state line: an example of a silty-dsandy tailing. 292
Fondazioni 288
Limit pressure of pressuremeter tests 283
Identification technique for soil-structure analysis of the Ghirlandina tower 282
A Constitutive Equation for the Porosity Field 279
A general nonlinear mathematical model for soil consolidation problems 278
Application of fk Analysis of Surface Waves for Geotechnical Characterization 275
The leaning Tower of Pisa: Geotechnical theory and model tests 275
Mathematical models for soil consolidation problems: a state of the art report 273
A note on pile interaction factors 272
Geotechnical Engineering 268
IMAGING HETEROGENEITIES AND DIFFUSION IN SAND SAMPLES 267
Model updating to forecast the dynamic behavior of the Ghirlandina tower in Modena, Italy 260
Soil-foundation modelling in laterally loaded historical towers 255
Prove di laboratorio e geofisiche di sito per la caratterizzazione di terreni piroclastici 253
Rilievo 3D e monitoraggio strutturale per l'analisi post-sisma del complesso di S. Nicola a Tolentino (MC) 248
Stiffness of granular soils from field performance. 246
A three-dimensional nonlinear model for soil consolidation 240
Some remarks on nonlinear consolidation models 235
Stability and strength analysis of leaning towers 233
Nonlinear consolidation models of clay which change type, 232
Capabilities of seismic tests in soil characterisation 230
Geotechnical Engineering 228
Special Lecture: The role of monitoring and identification techniques on the preservation of historic towers 227
Soil-foundation modelling in laterally loaded historical towers 227
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 221
Stiffness of Toyoura Sand at Small and Intermediate Strain 219
Coupling between the evolution of a deformable porous medium and the motion of the fluids in the connected porosity 218
Valutazione della sicurezza dei ponti stradali 218
Stability of a rigid column with non linear restraint. 215
On the evaluation of pseudo-static passive earth pressure in EC8-5 215
Modal superposition effects on fk analysis of surface waves for small scale site characterization 215
Aspetti geotecnici nella conservazione della Torre Ghirlandina 212
La torre Ghirlandina. Cronaca del restauro e studi recenti. 212
Notes on fk analysis of surface waves 211
Continuum Mechanics using Matematica – Fundamentals, Applications and Scientific Computing 208
The Leaning Tower of Pisa – Geotechnical Characterisation of the Tower Subsoil – A Summary Report 207
Stability problems of leaning towers on weak soil 207
An analysis of pressuremeter holding tests. 206
Seismic capacity of the Ghirlandina Tower in Modena, Italy 203
Parametric study of cantilever walls subjected to earthquake loading 202
Introduzione al Numero Speciale della Rivista Italiana di Geotecnica 3/2015 198
Disturbed soil properties and geotechnical design. By A. Schofield. Book Review. 196
Prefabricated Vertical Drains 190
Contibutions to Géotechnique 1948-2008: Dynamics 189
Observations on the experimental behaviour of Pisa clay during electroosmotic filtration tests 186
A study of Damages to the Parish Church in Farigliano 184
Dynamic response of cantilever retaining walls considering soil non-linearity 183
Experimental soil behaviour: its testing by waves and engineering applications 182
Uno studio sulla stabilità della Torre Ghirlandina 181
Yielding from field behavior and its influence on oil tanks settlements 180
I dati del monitoraggio per la comprensione dei movimenti della Torre Ghirlandina 174
Swelling processes in sliding marly layers in the Langhe region (Italy) 174
Monitoraggio dinamico post-sisma della Basilica di San Nicola da Tolentino 172
A Structural Analysis of the Modena Cathedral 168
Editoriale del numero speciale 1.2015 165
Editoriale 161
Mechanical behaviour of Monastero Bormida Clay: chemical and destructuration effects 159
TOMOGRAFIE ELETTRICHE SU CAMPIONI DI LABORATORIO 157
Valutazione della risposta dinamica di muri di sostegno a mensola 156
The role of swelling marl in planar slides in the Langhe region 148
A first insight into towers' behaviour: geotechnical and structural mechanisms, leaning instability, long-term behaviour. 147
Editorial: More than a birthday. 147
Lesson from oedometer tests on high quality samples. 141
Observations during an excavation in urban area 136
Rilievo 3D e monitoraggio dinamico della Torre degli Smeducci e del campanile del Duomo vecchio a San Severino Marche 136
UNA NUOVA CELLA PER LO STUDIO DI PROCESSI IDRO-CHEMO-MECCANICI 132
Geodetic monitoring and geotechnical analyses of subsidence induced settlements of historic structures 129
Experimentally driven considerations on fluxes and potentials evolutions during electrochemical soil remediation 128
Stiffness and penetration resistance of sands versus state parameters. 127
Strengthening of the Parish Church in Farigliano 126
The Ghirlandina Tower in Modena: an example of dynamic identification. 120
"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" 117
Uncertainties in Soil-Structure Interaction 110
Geotechnics and Heritage. Historic Towers 110
Evaluating the subsidence above gas reservoirs with an elasto-viscoplastic constitutive law. Laboratory evidences and case histories 110
The Cathedrals of Pisa, Siena and Florence. A through Inspection of the Medieval Construction Techniques. 108
Advances in geomechanical subsidence modeling: Effects of elasto-visco-plastic constitutive behavior 84
Foundations 80
Dalla configurazione attuale alle fasi costruttive: storia dei cedimenti subiti dal Duomo di Modena 75
The restoration of the Ghirlandina Tower in Modena and the assessment of soil-structure interaction by means of dynamic identification techniques. 74
Preliminary Assessment of the Seismic Behaviour of Giotto’s Bell Tower In Florence 67
Totale 23.023
Categoria #
all - tutte 60.583
article - articoli 24.779
book - libri 6.667
conference - conferenze 19.412
curatela - curatele 273
other - altro 621
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.831
Totale 121.166


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.061 0 0 0 0 0 180 122 253 239 160 60 47
2020/20211.580 249 220 116 171 67 162 53 126 65 205 115 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
2024/20251.173 79 328 142 259 244 121 0 0 0 0 0 0
Totale 23.466