PORTO @ Archivio Istituzionale della Ricerca

LANCELLOTTA, RENATO
 Distribuzione geografica
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Continente #
EU - Europa 13.129
NA - Nord America 10.636
AS - Asia 5.613
SA - Sud America 535
AF - Africa 91
OC - Oceania 28
Continente sconosciuto - Info sul continente non disponibili 4
Totale 30.036
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Nazione #
US - Stati Uniti d'America 10.476
IT - Italia 5.307
DE - Germania 1.898
GB - Regno Unito 1.599
FR - Francia 1.591
SG - Singapore 1.575
CN - Cina 1.239
VN - Vietnam 1.236
UA - Ucraina 673
RU - Federazione Russa 478
NL - Olanda 402
BR - Brasile 397
KR - Corea 334
TR - Turchia 252
CH - Svizzera 245
IN - India 241
HK - Hong Kong 222
IE - Irlanda 206
SE - Svezia 163
FI - Finlandia 139
JP - Giappone 110
CA - Canada 108
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 30
IR - Iran 29
RO - Romania 29
AP - ???statistics.table.value.countryCode.AP??? 28
GR - Grecia 28
PT - Portogallo 28
BD - Bangladesh 27
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
DZ - Algeria 15
MY - Malesia 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
CM - Camerun 5
NP - Nepal 5
RS - Serbia 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
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
HN - Honduras 2
KW - Kuwait 2
LK - Sri Lanka 2
MU - Mauritius 2
SN - Senegal 2
TT - Trinidad e Tobago 2
Totale 30.016
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Città #
Ashburn 2.520
Southend 1.350
Singapore 881
Seattle 842
Turin 689
Fairfield 491
San Jose 461
Chandler 446
Des Moines 387
Princeton 359
Jacksonville 355
Ho Chi Minh City 329
Hanoi 298
Beijing 268
Woodbridge 257
Rome 250
Milan 248
Torino 241
San Ramon 238
Ann Arbor 215
Berlin 211
Chicago 208
Santa Clara 206
Dublin 205
Cambridge 199
Izmir 192
Wilmington 184
Houston 166
Boardman 163
Hong Kong 155
Zhengzhou 150
Herkenbosch 148
Bern 147
Council Bluffs 136
Helsinki 125
San Donato Milanese 119
Los Angeles 112
Shanghai 108
Amsterdam 94
Lauterbourg 93
Seoul 93
Naples 87
Zaporozhye 81
Baltimore 79
Dallas 77
Frankfurt 74
Pennsylvania Furnace 73
Overberg 72
Buffalo 63
Saint Petersburg 63
Bologna 61
Padua 61
Redwood City 59
Da Nang 57
Haiphong 54
Florence 53
New York 52
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
São Paulo 31
Bari 30
Moscow 30
Orem 30
Guangzhou 29
Catania 28
Toronto 28
Atlanta 27
San Diego 27
Vienna 27
Changsha 26
Malatya 25
Aosta 24
Bremen 24
Loreto 24
Polverigi 24
Pisa 23
Tokyo 23
Verona 22
Udine 21
Warsaw 21
Central District 20
Ravenna 20
Rende 20
Shenzhen 20
Yubileyny 20
Bangkok 19
Totale 16.687
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Nome #
Porosity of Fluid-Saturated Porous Media from Measured Seismic Wave Velocities 668
Soil porosity from seismic velocities 607
Lower-bound approach for seismic passive earth resistance 593
Imaging heterogeneities with electrical impedance tomography: laboratory results 556
Dynamic behaviour of shallow founded historic towers: validation of simplified approaches for seismic analyses 551
Caratterizzazione e modellazione geotecnica 518
Analytical solution of Passive Earth Pressure 501
Geotecnica 493
Progettazione Geotecnica secondo L'Eurocodice e le Norme Tecniche per le Costruzioni 488
Progettazione Geotecnica secondo L'Eurocodice 7 e le Norme Tecniche per le Costruzioni 2018. 482
La Torre Ghirlandina: una storia di interazione struttura-terreno. XI Croce Lecture. 470
Influence of grading on the mechanical behaviour of Stava tailings 452
Monitoraggio dei fenomeni di scalzamento di fondazioni in alveo mediante analisi della risposta dinamica 434
Plane slope failures in the Langhe region of Italy 417
New developments in field and laboratory testing of soils -Theme Lecture. 391
Parametric study of cantilever walls subjected to seismic loading 377
Geotecnica 357
Influence of sample preparation techniques ad stress path followed on the location of the critical state line: an example of a silty-dsandy tailing. 356
Model updating to forecast the dynamic behavior of the Ghirlandina tower in Modena, Italy 351
Identification technique for soil-structure analysis of the Ghirlandina tower 348
Fondazioni 347
Geotechnical Engineering 344
Limit pressure of pressuremeter tests 333
Soil-foundation modelling in laterally loaded historical towers 330
Mathematical models for soil consolidation problems: a state of the art report 330
null 330
A general nonlinear mathematical model for soil consolidation problems 326
IMAGING HETEROGENEITIES AND DIFFUSION IN SAND SAMPLES 324
Prove di laboratorio e geofisiche di sito per la caratterizzazione di terreni piroclastici 323
A Constitutive Equation for the Porosity Field 319
Application of fk Analysis of Surface Waves for Geotechnical Characterization 318
A note on pile interaction factors 318
The leaning Tower of Pisa: Geotechnical theory and model tests 312
Rilievo 3D e monitoraggio strutturale per l'analisi post-sisma del complesso di S. Nicola a Tolentino (MC) 312
Nonlinear consolidation models of clay which change type, 299
A three-dimensional nonlinear model for soil consolidation 297
Stiffness of granular soils from field performance. 294
The Leaning Tower of Pisa – Geotechnical Characterisation of the Tower Subsoil – A Summary Report 290
Capabilities of seismic tests in soil characterisation 288
Stability and strength analysis of leaning towers 287
Some remarks on nonlinear consolidation models 283
Special Lecture: The role of monitoring and identification techniques on the preservation of historic towers 276
Coupling between the evolution of a deformable porous medium and the motion of the fluids in the connected porosity 271
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 269
Stability of a rigid column with non linear restraint. 268
Stiffness of Toyoura Sand at Small and Intermediate Strain 267
Geotechnical Engineering 267
Soil-foundation modelling in laterally loaded historical towers 266
Continuum Mechanics using Matematica – Fundamentals, Applications and Scientific Computing 260
La torre Ghirlandina. Cronaca del restauro e studi recenti. 259
Notes on fk analysis of surface waves 259
Seismic capacity of the Ghirlandina Tower in Modena, Italy 258
On the evaluation of pseudo-static passive earth pressure in EC8-5 256
Valutazione della sicurezza dei ponti stradali 255
Aspetti geotecnici nella conservazione della Torre Ghirlandina 254
Swelling processes in sliding marly layers in the Langhe region (Italy) 254
Stability problems of leaning towers on weak soil 250
Parametric study of cantilever walls subjected to earthquake loading 250
Modal superposition effects on fk analysis of surface waves for small scale site characterization 246
"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" 244
Rilievo 3D e monitoraggio dinamico della Torre degli Smeducci e del campanile del Duomo vecchio a San Severino Marche 242
Introduzione al Numero Speciale della Rivista Italiana di Geotecnica 3/2015 238
Prefabricated Vertical Drains 237
Disturbed soil properties and geotechnical design. By A. Schofield. Book Review. 236
An analysis of pressuremeter holding tests. 236
The Cathedrals of Pisa, Siena and Florence. A through Inspection of the Medieval Construction Techniques. 234
Experimental soil behaviour: its testing by waves and engineering applications 231
A first insight into towers' behaviour: geotechnical and structural mechanisms, leaning instability, long-term behaviour. 231
Monitoraggio dinamico post-sisma della Basilica di San Nicola da Tolentino 230
Dynamic response of cantilever retaining walls considering soil non-linearity 229
Contibutions to Géotechnique 1948-2008: Dynamics 228
Observations on the experimental behaviour of Pisa clay during electroosmotic filtration tests 224
Uno studio sulla stabilità della Torre Ghirlandina 218
Yielding from field behavior and its influence on oil tanks settlements 217
A study of Damages to the Parish Church in Farigliano 216
Editoriale del numero speciale 1.2015 215
Mechanical behaviour of Monastero Bormida Clay: chemical and destructuration effects 213
Editorial: More than a birthday. 212
A Structural Analysis of the Modena Cathedral 211
Geodetic monitoring and geotechnical analyses of subsidence induced settlements of historic structures 210
Preliminary Assessment of the Seismic Behaviour of Giotto’s Bell Tower In Florence 209
I dati del monitoraggio per la comprensione dei movimenti della Torre Ghirlandina 209
Editoriale 202
Geotechnics and Heritage. Historic Towers 198
Valutazione della risposta dinamica di muri di sostegno a mensola 193
TOMOGRAFIE ELETTRICHE SU CAMPIONI DI LABORATORIO 192
Dalla configurazione attuale alle fasi costruttive: storia dei cedimenti subiti dal Duomo di Modena 189
Evaluating the subsidence above gas reservoirs with an elasto-viscoplastic constitutive law. Laboratory evidences and case histories 185
Stiffness and penetration resistance of sands versus state parameters. 184
Effects of 2012 Earthquake on the behavior of Ghirlandina tower in Modena 183
Lesson from oedometer tests on high quality samples. 179
The role of swelling marl in planar slides in the Langhe region 179
Observations during an excavation in urban area 176
Advances in geomechanical subsidence modeling: Effects of elasto-visco-plastic constitutive behavior 176
The Ghirlandina Tower in Modena: an example of dynamic identification. 172
Experimentally driven considerations on fluxes and potentials evolutions during electrochemical soil remediation 169
UNA NUOVA CELLA PER LO STUDIO DI PROCESSI IDRO-CHEMO-MECCANICI 169
The restoration of the Ghirlandina Tower in Modena and the assessment of soil-structure interaction by means of dynamic identification techniques. 164
Strengthening of the Parish Church in Farigliano 162
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 158
Totale 29.099
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Categoria #
all - tutte 78.061
article - articoli 31.673
book - libri 8.687
conference - conferenze 24.381
curatela - curatele 503
other - altro 795
patent - brevetti 0
selected - selezionate 0
volume - volumi 12.022
Totale 156.122
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021351 0 0 0 0 0 0 0 0 0 205 115 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
2024/20252.342 79 328 142 259 244 141 170 151 338 125 170 195
2025/20265.545 362 295 344 503 314 341 849 421 1.460 656 0 0
Totale 30.180