PORTO @ Archivio Istituzionale della Ricerca

LANCELLOTTA, RENATO
 Distribuzione geografica
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Continente #
EU - Europa 13.334
NA - Nord America 11.240
AS - Asia 5.750
SA - Sud America 566
Continente sconosciuto - Info sul continente non disponibili 148
AF - Africa 92
OC - Oceania 28
Totale 31.158
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Nazione #
US - Stati Uniti d'America 11.042
IT - Italia 5.482
DE - Germania 1.904
SG - Singapore 1.610
GB - Regno Unito 1.601
FR - Francia 1.595
CN - Cina 1.245
VN - Vietnam 1.239
UA - Ucraina 673
RU - Federazione Russa 479
BR - Brasile 405
NL - Olanda 405
KR - Corea 334
TR - Turchia 252
CH - Svizzera 245
IN - India 241
HK - Hong Kong 223
IE - Irlanda 206
SE - Svezia 164
FI - Finlandia 139
CA - Canada 122
JP - Giappone 113
BD - Bangladesh 108
PH - Filippine 56
BE - Belgio 54
ES - Italia 53
AT - Austria 45
TH - Thailandia 45
TW - Taiwan 44
CL - Cile 37
CO - Colombia 37
IQ - Iraq 37
PL - Polonia 37
MX - Messico 34
IR - Iran 29
RO - Romania 29
AP - ???statistics.table.value.countryCode.AP??? 28
GR - Grecia 28
PT - Portogallo 28
ID - Indonesia 26
PE - Perù 25
AR - Argentina 24
JO - Giordania 23
AE - Emirati Arabi Uniti 22
AU - Australia 22
EU - Europa 22
BG - Bulgaria 20
UZ - Uzbekistan 19
DK - Danimarca 17
EG - Egitto 17
MY - Malesia 17
DZ - Algeria 16
EC - Ecuador 14
VE - Venezuela 14
ZA - Sudafrica 14
NO - Norvegia 13
IL - Israele 12
LT - Lituania 11
HR - Croazia 10
JM - Giamaica 8
PS - Palestinian Territory 8
TN - Tunisia 8
AL - Albania 7
CZ - Repubblica Ceca 7
LB - Libano 7
PK - Pakistan 7
SV - El Salvador 7
CR - Costa Rica 6
ET - Etiopia 6
KE - Kenya 6
RS - Serbia 6
CM - Camerun 5
NP - Nepal 5
SA - Arabia Saudita 5
AZ - Azerbaigian 4
EE - Estonia 4
KZ - Kazakistan 4
LU - Lussemburgo 4
NG - Nigeria 4
PA - Panama 4
PY - Paraguay 4
TT - Trinidad e Tobago 4
AM - Armenia 3
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
PR - Porto Rico 3
SK - Slovacchia (Repubblica Slovacca) 3
CI - Costa d'Avorio 2
GD - Grenada 2
GE - Georgia 2
KW - Kuwait 2
Totale 30.986
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Città #
Ashburn 2.600
Southend 1.350
Singapore 882
Seattle 843
Turin 700
San Jose 650
Fairfield 491
Chandler 446
Des Moines 387
Princeton 359
Jacksonville 358
Ho Chi Minh City 329
Hanoi 300
Beijing 272
Rome 268
Milan 267
Woodbridge 257
Torino 241
San Ramon 238
Santa Clara 225
Ann Arbor 215
Berlin 213
Chicago 208
Dublin 205
Cambridge 199
Council Bluffs 193
Izmir 192
Wilmington 185
Houston 168
Boardman 164
Hong Kong 156
Zhengzhou 150
Herkenbosch 148
Bern 147
Helsinki 125
San Donato Milanese 119
Los Angeles 115
Shanghai 108
Amsterdam 94
Lauterbourg 93
Seoul 93
Naples 91
Dallas 86
Baltimore 81
Zaporozhye 81
Frankfurt 74
Pennsylvania Furnace 73
Overberg 72
Bologna 70
Buffalo 64
Padua 63
Saint Petersburg 63
Redwood City 59
New York 58
Da Nang 57
Florence 54
Haiphong 54
Monopoli 51
Hangzhou 47
San Francisco 45
Hefei 43
Brussels 42
Modena 40
Mountain View 40
London 38
Muenchen 37
Parma 36
Frankfurt am Main 35
Perugia 35
Chennai 34
Genova 34
Norwalk 32
Paris 32
Bari 31
Orem 31
São Paulo 31
Toronto 31
Catania 30
Moscow 30
San Diego 30
Guangzhou 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
Reggio Emilia 20
Rende 20
Shenzhen 20
Yubileyny 20
Totale 17.153
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Nome #
Porosity of Fluid-Saturated Porous Media from Measured Seismic Wave Velocities 688
Soil porosity from seismic velocities 629
Lower-bound approach for seismic passive earth resistance 605
Imaging heterogeneities with electrical impedance tomography: laboratory results 562
Dynamic behaviour of shallow founded historic towers: validation of simplified approaches for seismic analyses 555
Caratterizzazione e modellazione geotecnica 542
Geotecnica 538
Progettazione Geotecnica secondo L'Eurocodice 7 e le Norme Tecniche per le Costruzioni 2018. 532
Analytical solution of Passive Earth Pressure 508
Progettazione Geotecnica secondo L'Eurocodice e le Norme Tecniche per le Costruzioni 492
La Torre Ghirlandina: una storia di interazione struttura-terreno. XI Croce Lecture. 491
Influence of grading on the mechanical behaviour of Stava tailings 461
Monitoraggio dei fenomeni di scalzamento di fondazioni in alveo mediante analisi della risposta dinamica 439
New developments in field and laboratory testing of soils -Theme Lecture. 423
Plane slope failures in the Langhe region of Italy 423
Parametric study of cantilever walls subjected to seismic loading 383
Identification technique for soil-structure analysis of the Ghirlandina tower 379
Influence of sample preparation techniques ad stress path followed on the location of the critical state line: an example of a silty-dsandy tailing. 365
Geotecnica 363
Model updating to forecast the dynamic behavior of the Ghirlandina tower in Modena, Italy 357
Fondazioni 356
IMAGING HETEROGENEITIES AND DIFFUSION IN SAND SAMPLES 350
Geotechnical Engineering 349
Mathematical models for soil consolidation problems: a state of the art report 338
Limit pressure of pressuremeter tests 337
Soil-foundation modelling in laterally loaded historical towers 337
A general nonlinear mathematical model for soil consolidation problems 336
Application of fk Analysis of Surface Waves for Geotechnical Characterization 333
null 330
Prove di laboratorio e geofisiche di sito per la caratterizzazione di terreni piroclastici 328
A note on pile interaction factors 326
A Constitutive Equation for the Porosity Field 323
Rilievo 3D e monitoraggio strutturale per l'analisi post-sisma del complesso di S. Nicola a Tolentino (MC) 323
The leaning Tower of Pisa: Geotechnical theory and model tests 317
Nonlinear consolidation models of clay which change type, 304
Stiffness of granular soils from field performance. 303
A three-dimensional nonlinear model for soil consolidation 301
The Leaning Tower of Pisa – Geotechnical Characterisation of the Tower Subsoil – A Summary Report 297
Some remarks on nonlinear consolidation models 295
Capabilities of seismic tests in soil characterisation 294
Stability and strength analysis of leaning towers 292
Special Lecture: The role of monitoring and identification techniques on the preservation of historic towers 284
Coupling between the evolution of a deformable porous medium and the motion of the fluids in the connected porosity 283
La torre Ghirlandina. Cronaca del restauro e studi recenti. 278
Stability of a rigid column with non linear restraint. 277
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 276
Stiffness of Toyoura Sand at Small and Intermediate Strain 274
Geotechnical Engineering 274
Continuum Mechanics using Matematica – Fundamentals, Applications and Scientific Computing 272
Notes on fk analysis of surface waves 268
Soil-foundation modelling in laterally loaded historical towers 268
Rilievo 3D e monitoraggio dinamico della Torre degli Smeducci e del campanile del Duomo vecchio a San Severino Marche 264
Seismic capacity of the Ghirlandina Tower in Modena, Italy 262
Swelling processes in sliding marly layers in the Langhe region (Italy) 262
Aspetti geotecnici nella conservazione della Torre Ghirlandina 261
"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" 261
On the evaluation of pseudo-static passive earth pressure in EC8-5 259
Valutazione della sicurezza dei ponti stradali 259
Parametric study of cantilever walls subjected to earthquake loading 255
Stability problems of leaning towers on weak soil 254
The Cathedrals of Pisa, Siena and Florence. A through Inspection of the Medieval Construction Techniques. 253
Modal superposition effects on fk analysis of surface waves for small scale site characterization 252
Prefabricated Vertical Drains 244
Introduzione al Numero Speciale della Rivista Italiana di Geotecnica 3/2015 243
An analysis of pressuremeter holding tests. 240
Disturbed soil properties and geotechnical design. By A. Schofield. Book Review. 239
Experimental soil behaviour: its testing by waves and engineering applications 237
A first insight into towers' behaviour: geotechnical and structural mechanisms, leaning instability, long-term behaviour. 237
Dynamic response of cantilever retaining walls considering soil non-linearity 235
Monitoraggio dinamico post-sisma della Basilica di San Nicola da Tolentino 234
Yielding from field behavior and its influence on oil tanks settlements 233
Editoriale del numero speciale 1.2015 232
Contibutions to Géotechnique 1948-2008: Dynamics 231
Preliminary Assessment of the Seismic Behaviour of Giotto’s Bell Tower In Florence 227
Observations on the experimental behaviour of Pisa clay during electroosmotic filtration tests 227
Uno studio sulla stabilità della Torre Ghirlandina 223
Editorial: More than a birthday. 223
Mechanical behaviour of Monastero Bormida Clay: chemical and destructuration effects 221
A study of Damages to the Parish Church in Farigliano 220
A Structural Analysis of the Modena Cathedral 216
Geodetic monitoring and geotechnical analyses of subsidence induced settlements of historic structures 216
I dati del monitoraggio per la comprensione dei movimenti della Torre Ghirlandina 215
Editoriale 208
Effects of 2012 Earthquake on the behavior of Ghirlandina tower in Modena 204
Geotechnics and Heritage. Historic Towers 202
Dalla configurazione attuale alle fasi costruttive: storia dei cedimenti subiti dal Duomo di Modena 197
TOMOGRAFIE ELETTRICHE SU CAMPIONI DI LABORATORIO 196
Valutazione della risposta dinamica di muri di sostegno a mensola 196
Stiffness and penetration resistance of sands versus state parameters. 189
Evaluating the subsidence above gas reservoirs with an elasto-viscoplastic constitutive law. Laboratory evidences and case histories 187
Observations during an excavation in urban area 186
Lesson from oedometer tests on high quality samples. 183
Advances in geomechanical subsidence modeling: Effects of elasto-visco-plastic constitutive behavior 181
The role of swelling marl in planar slides in the Langhe region 180
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 177
The Ghirlandina Tower in Modena: an example of dynamic identification. 176
Experimentally driven considerations on fluxes and potentials evolutions during electrochemical soil remediation 174
UNA NUOVA CELLA PER LO STUDIO DI PROCESSI IDRO-CHEMO-MECCANICI 172
The restoration of the Ghirlandina Tower in Modena and the assessment of soil-structure interaction by means of dynamic identification techniques. 170
Strengthening of the Parish Church in Farigliano 168
Totale 30.039
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Categoria #
all - tutte 82.984
article - articoli 33.585
book - libri 9.264
conference - conferenze 25.856
curatela - curatele 569
other - altro 833
patent - brevetti 0
selected - selezionate 0
volume - volumi 12.877
Totale 165.968
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.172 0 112 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
2025/20266.076 362 295 344 503 314 341 849 421 1.460 672 157 358
2026/2027447 276 171 0 0 0 0 0 0 0 0 0 0
Totale 31.158