PORTO @ Archivio Istituzionale della Ricerca

LANCELLOTTA, RENATO
 Distribuzione geografica
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Continente #
EU - Europa 12.242
NA - Nord America 9.319
AS - Asia 2.174
SA - Sud America 308
AF - Africa 47
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 4
Totale 24.120
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Nazione #
US - Stati Uniti d'America 9.200
IT - Italia 5.040
DE - Germania 1.854
GB - Regno Unito 1.546
FR - Francia 1.438
CN - Cina 711
UA - Ucraina 669
SG - Singapore 615
NL - Olanda 382
TR - Turchia 248
CH - Svizzera 244
BR - Brasile 213
RU - Federazione Russa 212
IE - Irlanda 205
KR - Corea 177
SE - Svezia 160
FI - Finlandia 111
IN - India 99
CA - Canada 93
JP - Giappone 79
HK - Hong Kong 60
BE - Belgio 52
AT - Austria 38
ES - Italia 34
CL - Cile 32
AP - ???statistics.table.value.countryCode.AP??? 28
RO - Romania 28
IR - Iran 26
PL - Polonia 26
GR - Grecia 25
PT - Portogallo 25
EU - Europa 22
PE - Perù 22
CO - Colombia 21
AU - Australia 20
BG - Bulgaria 19
TW - Taiwan 19
VN - Vietnam 19
DK - Danimarca 16
JO - Giordania 16
AE - Emirati Arabi Uniti 14
DZ - Algeria 14
ID - Indonesia 13
NO - Norvegia 13
EG - Egitto 12
MX - Messico 12
MY - Malesia 12
IL - Israele 11
LT - Lituania 11
UZ - Uzbekistan 11
AR - Argentina 9
HR - Croazia 9
PS - Palestinian Territory 7
IQ - Iraq 6
SV - El Salvador 6
ZA - Sudafrica 6
CZ - Repubblica Ceca 5
RS - Serbia 5
AL - Albania 4
BD - Bangladesh 4
EE - Estonia 4
LB - Libano 4
LU - Lussemburgo 4
PA - Panama 4
PH - Filippine 4
VE - Venezuela 4
CY - Cipro 3
EC - Ecuador 3
KZ - Kazakistan 3
NC - Nuova Caledonia 3
NZ - Nuova Zelanda 3
OM - Oman 3
PY - Paraguay 3
SK - Slovacchia (Repubblica Slovacca) 3
AZ - Azerbaigian 2
BY - Bielorussia 2
ET - Etiopia 2
HU - Ungheria 2
KW - Kuwait 2
MU - Mauritius 2
NG - Nigeria 2
NP - Nepal 2
SA - Arabia Saudita 2
TH - Thailandia 2
AD - Andorra 1
AM - Armenia 1
BO - Bolivia 1
BW - Botswana 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GH - Ghana 1
HN - Honduras 1
JM - Giamaica 1
KE - Kenya 1
LK - Sri Lanka 1
MA - Marocco 1
MC - Monaco 1
MD - Moldavia 1
Totale 24.112
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Città #
Ashburn 2.334
Southend 1.350
Seattle 842
Turin 638
Fairfield 491
Chandler 446
Des Moines 386
Princeton 359
Jacksonville 354
Singapore 273
Woodbridge 257
Torino 241
Rome 239
San Ramon 238
Milan 228
Ann Arbor 215
Berlin 211
Chicago 206
Dublin 204
Cambridge 199
Izmir 192
Santa Clara 187
Wilmington 184
Beijing 165
Houston 165
Boardman 161
Herkenbosch 148
Bern 147
Zhengzhou 147
San Donato Milanese 119
Council Bluffs 111
Helsinki 103
Shanghai 101
Amsterdam 88
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 43
New York 42
Brussels 41
Modena 40
Mountain View 40
San Francisco 39
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
Ravenna 20
Rende 20
Yubileyny 20
Guangzhou 19
Padova 19
Shenzhen 19
Sofia 19
Genoa 18
Nanjing 18
Pavia 18
Piscataway 18
São Paulo 18
Valfenera 18
Cadro 17
Ferrara 17
Frankfurt am Main 17
Hong Kong 17
Reggio Emilia 17
Salerno 17
Andover 16
Cosenza 16
Fremont 16
Moncalieri 16
Totale 13.841
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Nome #
Porosity of Fluid-Saturated Porous Media from Measured Seismic Wave Velocities 581
Soil porosity from seismic velocities 538
Lower-bound approach for seismic passive earth resistance 502
Dynamic behaviour of shallow founded historic towers: validation of simplified approaches for seismic analyses 490
Imaging heterogeneities with electrical impedance tomography: laboratory results 486
Analytical solution of Passive Earth Pressure 465
Progettazione Geotecnica secondo L'Eurocodice e le Norme Tecniche per le Costruzioni 430
La Torre Ghirlandina: una storia di interazione struttura-terreno. XI Croce Lecture. 403
Influence of grading on the mechanical behaviour of Stava tailings 392
Monitoraggio dei fenomeni di scalzamento di fondazioni in alveo mediante analisi della risposta dinamica 387
Geotecnica 386
Caratterizzazione e modellazione geotecnica 385
Plane slope failures in the Langhe region of Italy 364
Parametric study of cantilever walls subjected to seismic loading 349
Progettazione Geotecnica secondo L'Eurocodice 7 e le Norme Tecniche per le Costruzioni 2018. 349
New developments in field and laboratory testing of soils -Theme Lecture. 344
null 330
Geotecnica 321
Influence of sample preparation techniques ad stress path followed on the location of the critical state line: an example of a silty-dsandy tailing. 308
Fondazioni 295
Limit pressure of pressuremeter tests 288
Identification technique for soil-structure analysis of the Ghirlandina tower 285
A general nonlinear mathematical model for soil consolidation problems 282
A Constitutive Equation for the Porosity Field 282
Mathematical models for soil consolidation problems: a state of the art report 280
The leaning Tower of Pisa: Geotechnical theory and model tests 279
A note on pile interaction factors 279
Application of fk Analysis of Surface Waves for Geotechnical Characterization 277
IMAGING HETEROGENEITIES AND DIFFUSION IN SAND SAMPLES 277
Geotechnical Engineering 276
Model updating to forecast the dynamic behavior of the Ghirlandina tower in Modena, Italy 268
Prove di laboratorio e geofisiche di sito per la caratterizzazione di terreni piroclastici 261
Soil-foundation modelling in laterally loaded historical towers 260
Rilievo 3D e monitoraggio strutturale per l'analisi post-sisma del complesso di S. Nicola a Tolentino (MC) 250
Stiffness of granular soils from field performance. 250
A three-dimensional nonlinear model for soil consolidation 244
Some remarks on nonlinear consolidation models 238
Nonlinear consolidation models of clay which change type, 237
Stability and strength analysis of leaning towers 235
Capabilities of seismic tests in soil characterisation 233
Geotechnical Engineering 231
Special Lecture: The role of monitoring and identification techniques on the preservation of historic towers 230
Soil-foundation modelling in laterally loaded historical towers 230
Coupling between the evolution of a deformable porous medium and the motion of the fluids in the connected porosity 223
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 223
Valutazione della sicurezza dei ponti stradali 222
Stiffness of Toyoura Sand at Small and Intermediate Strain 221
Modal superposition effects on fk analysis of surface waves for small scale site characterization 221
Stability of a rigid column with non linear restraint. 220
On the evaluation of pseudo-static passive earth pressure in EC8-5 219
La torre Ghirlandina. Cronaca del restauro e studi recenti. 219
Aspetti geotecnici nella conservazione della Torre Ghirlandina 217
The Leaning Tower of Pisa – Geotechnical Characterisation of the Tower Subsoil – A Summary Report 216
Notes on fk analysis of surface waves 216
Continuum Mechanics using Matematica – Fundamentals, Applications and Scientific Computing 213
An analysis of pressuremeter holding tests. 211
Stability problems of leaning towers on weak soil 211
Seismic capacity of the Ghirlandina Tower in Modena, Italy 207
Parametric study of cantilever walls subjected to earthquake loading 205
Disturbed soil properties and geotechnical design. By A. Schofield. Book Review. 200
Introduzione al Numero Speciale della Rivista Italiana di Geotecnica 3/2015 200
Prefabricated Vertical Drains 197
Observations on the experimental behaviour of Pisa clay during electroosmotic filtration tests 194
Contibutions to Géotechnique 1948-2008: Dynamics 193
A study of Damages to the Parish Church in Farigliano 189
Uno studio sulla stabilità della Torre Ghirlandina 188
Dynamic response of cantilever retaining walls considering soil non-linearity 187
Experimental soil behaviour: its testing by waves and engineering applications 185
Yielding from field behavior and its influence on oil tanks settlements 185
I dati del monitoraggio per la comprensione dei movimenti della Torre Ghirlandina 178
Monitoraggio dinamico post-sisma della Basilica di San Nicola da Tolentino 178
Swelling processes in sliding marly layers in the Langhe region (Italy) 177
A Structural Analysis of the Modena Cathedral 171
Editoriale del numero speciale 1.2015 170
Editoriale 164
Mechanical behaviour of Monastero Bormida Clay: chemical and destructuration effects 162
TOMOGRAFIE ELETTRICHE SU CAMPIONI DI LABORATORIO 162
Valutazione della risposta dinamica di muri di sostegno a mensola 160
A first insight into towers' behaviour: geotechnical and structural mechanisms, leaning instability, long-term behaviour. 157
Editorial: More than a birthday. 157
The role of swelling marl in planar slides in the Langhe region 151
Rilievo 3D e monitoraggio dinamico della Torre degli Smeducci e del campanile del Duomo vecchio a San Severino Marche 151
Lesson from oedometer tests on high quality samples. 146
Observations during an excavation in urban area 145
Geodetic monitoring and geotechnical analyses of subsidence induced settlements of historic structures 145
UNA NUOVA CELLA PER LO STUDIO DI PROCESSI IDRO-CHEMO-MECCANICI 136
Stiffness and penetration resistance of sands versus state parameters. 132
Experimentally driven considerations on fluxes and potentials evolutions during electrochemical soil remediation 131
The Ghirlandina Tower in Modena: an example of dynamic identification. 129
"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" 129
Strengthening of the Parish Church in Farigliano 128
The Cathedrals of Pisa, Siena and Florence. A through Inspection of the Medieval Construction Techniques. 124
Evaluating the subsidence above gas reservoirs with an elasto-viscoplastic constitutive law. Laboratory evidences and case histories 122
Geotechnics and Heritage. Historic Towers 115
Uncertainties in Soil-Structure Interaction 112
Advances in geomechanical subsidence modeling: Effects of elasto-visco-plastic constitutive behavior 92
Foundations 91
Dalla configurazione attuale alle fasi costruttive: storia dei cedimenti subiti dal Duomo di Modena 89
Preliminary Assessment of the Seismic Behaviour of Giotto’s Bell Tower In Florence 88
L'interazione con il terreno e gli effetti della subsidenza del Duomo di Modena 81
Totale 23.732
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Categoria #
all - tutte 64.041
article - articoli 26.180
book - libri 7.062
conference - conferenze 20.348
curatela - curatele 321
other - altro 651
patent - brevetti 0
selected - selezionate 0
volume - volumi 9.479
Totale 128.082
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020267 0 0 0 0 0 0 0 0 0 160 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
2024/20251.970 79 328 142 259 244 141 170 151 338 118 0 0
Totale 24.263