CERAVOLO, Rosario
 Distribuzione geografica
Continente #
EU - Europa 28.842
NA - Nord America 28.593
AS - Asia 18.148
SA - Sud America 1.684
AF - Africa 340
OC - Oceania 96
Continente sconosciuto - Info sul continente non disponibili 19
Totale 77.722
Nazione #
US - Stati Uniti d'America 28.178
IT - Italia 9.840
SG - Singapore 5.094
DE - Germania 4.821
VN - Vietnam 4.314
CN - Cina 4.150
GB - Regno Unito 3.621
FR - Francia 3.503
RU - Federazione Russa 1.673
UA - Ucraina 1.579
BR - Brasile 1.264
KR - Corea 1.152
HK - Hong Kong 684
NL - Olanda 656
IE - Irlanda 604
TR - Turchia 596
IN - India 548
SE - Svezia 530
FI - Finlandia 384
CH - Svizzera 356
BE - Belgio 280
CA - Canada 271
AT - Austria 247
BD - Bangladesh 239
JP - Giappone 205
ES - Italia 149
PH - Filippine 143
IR - Iran 122
TH - Thailandia 116
AR - Argentina 115
TW - Taiwan 114
ID - Indonesia 110
CO - Colombia 106
MX - Messico 92
BG - Bulgaria 91
IQ - Iraq 90
SN - Senegal 88
JO - Giordania 76
PK - Pakistan 69
RO - Romania 68
IL - Israele 58
ZA - Sudafrica 58
MY - Malesia 57
LB - Libano 55
CL - Cile 52
EC - Ecuador 51
GR - Grecia 51
NZ - Nuova Zelanda 51
PL - Polonia 51
AP - ???statistics.table.value.countryCode.AP??? 47
DK - Danimarca 46
AU - Australia 45
MA - Marocco 45
PT - Portogallo 42
UZ - Uzbekistan 39
EU - Europa 37
VE - Venezuela 37
AE - Emirati Arabi Uniti 36
DZ - Algeria 34
SA - Arabia Saudita 34
EG - Egitto 31
HR - Croazia 23
NO - Norvegia 22
LT - Lituania 18
PE - Perù 18
PY - Paraguay 17
NG - Nigeria 16
NP - Nepal 15
TN - Tunisia 15
AZ - Azerbaigian 12
BO - Bolivia 12
KE - Kenya 11
KZ - Kazakistan 11
RS - Serbia 11
ET - Etiopia 10
UY - Uruguay 10
EE - Estonia 9
AL - Albania 8
CR - Costa Rica 8
DO - Repubblica Dominicana 8
JM - Giamaica 8
OM - Oman 8
BY - Bielorussia 7
CZ - Repubblica Ceca 7
LK - Sri Lanka 7
SI - Slovenia 7
GT - Guatemala 6
MD - Moldavia 6
XK - ???statistics.table.value.countryCode.XK??? 6
HN - Honduras 5
HU - Ungheria 5
MU - Mauritius 5
A1 - Anonimo 4
CI - Costa d'Avorio 4
GH - Ghana 4
IS - Islanda 4
KG - Kirghizistan 4
BA - Bosnia-Erzegovina 3
BB - Barbados 3
BZ - Belize 3
Totale 77.655
Città #
Ashburn 6.235
Southend 2.983
Singapore 2.866
Council Bluffs 2.757
Turin 2.178
Seattle 1.713
San Jose 1.670
Beijing 1.157
Chandler 1.145
Ho Chi Minh City 1.139
Hanoi 1.094
Fairfield 1.035
Princeton 808
Ann Arbor 747
Jacksonville 684
Torino 659
Milan 633
Dallas 632
Santa Clara 578
San Ramon 563
Dublin 556
Boardman 531
Hong Kong 520
Woodbridge 507
Houston 505
Berlin 495
Seoul 484
Putian 478
Los Angeles 463
Wilmington 446
Chicago 415
Rome 388
Izmir 354
Cambridge 334
Helsinki 298
Bern 287
Brussels 272
Lauterbourg 251
San Donato Milanese 240
New York 236
Frankfurt 203
Hefei 198
Da Nang 193
Bologna 192
Las Vegas 189
Shanghai 187
Zaporozhye 179
Vienna 176
Zhengzhou 175
Baltimore 172
Haiphong 168
Amsterdam 166
Grafing 165
Buffalo 147
Pennsylvania Furnace 143
Overberg 136
Lonate Pozzolo 131
São Paulo 126
Monopoli 119
Guangzhou 118
North Bergen 116
Padua 106
Saint Petersburg 100
Munich 99
Istanbul 97
Toronto 96
Moscow 95
Naples 93
Redwood City 92
Groningen 89
Sofia 88
The Dalles 88
Tokyo 80
Figino 77
Frankfurt am Main 76
San Francisco 76
Orem 74
London 69
Jakarta 68
Columbus 66
Mountain View 64
Paris 63
Xiamen 62
Palermo 57
Atlanta 55
Lappeenranta 55
Hangzhou 54
Malatya 54
Falls Church 53
Des Moines 52
Washington 52
Bangkok 50
Bari 49
Beirut 49
Chennai 49
Andover 47
Auckland 47
Modena 46
Nanjing 46
Biên Hòa 45
Totale 45.413
Nome #
" Sensitivity analysis of damaged monumental structures: the example of S. Maria del Suffragio in L'Aquila " 2.008
Identificazione dinamica sperimentale di edifici strategici sotto sisma 1.379
Optimal sensor placement for modern heritage spatial structures 990
Non-Linear Characterisation of Kevlar and Silicon Carbide Fibres for Structural Health Monitoring Applications 600
Dynamic characterization of complex masonry structures: the Sanctuary of Vicoforte 567
Territorial Resilience: Toward a Proactive Meaning for Spatial Planning 525
Time Domain Identification of Structures: a Comparative Analysis of Output-Only Methods 497
Non-destructive testing on aramid fibres for the long-term assessment of interventions on heritage structures 495
Save what we can: experimentally validated design of stengthening interventions to reduce the seismic vulnerability of a bell-tower 477
Dynamic validation of post-earthquake safety interventions in Mirandola, 2012 Emilia earthquake 452
Unscented Kalman Filter for Non-Linear Identification of a New Prototype of Bidirectional Tuned Vibration Absorber: A Numerical Investigation 433
Time-dependent estimators for on-line monitoring of full-scale structures under ambient excitation 430
Dynamic characterization of complex bridge structures with passive control systems 426
Monitoring of historical buildings: Project of a dynamic monitoring system for the world's largest elliptical dome 424
Analysis of long-term monitoring data to assess the efficacy of tie-bars strengthening interventions on a large historical dome 418
Analisi sismica di ponti esistenti: aspetti metodologici e applicazioni a casi studio 414
Adaptive control of the rocking motion of art objects 411
Monitoring of masonry historical constructions: 10 years of static monitoring of the world's largest oval dome 409
Reconciling geometry and dynamics: models for oval domes 408
Conoscenza dinamica per la valutazione del rischio sismico dell'edificio monumentale del Santuario di Vicoforte 401
Amplitude dependence of equivalent modal parameters in monitored buildings during earthquake swarms 400
Analisi dinamica non-lineare per la progettazione sismica di pile di grande altezza 395
Vibration-based monitoring and diagnosis of cultural heritage: a methodological discussion in three examples 394
Assessment of Structural Reliability of Bridge Beams Based on Measured Symptoms 393
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 392
Le Trasformazioni Tempo-Frequenza della Classe di Cohen nella Diagnosi di Difetti Strutturali 391
Non-linear characterisation of the physical model of an ancient masonry bridge 381
Survey, seismic input and structural modeling of the "Regina Montis Regalis" basilica and large elliptical dome at Vicoforte, northern Italy 379
Assessment of the seismic vulnerability of an old RC viaduct with frame piers and study of the effectiveness of base isolation through PsD testing 379
Thermomechanical model updating of the world’s largest oval dome 377
A New Testing Machine for the Dynamic Characterization of High Strength Low Damping Fiber Materials 376
Reconciling geometry and dynamics: models for oval domes 373
A Computational Methodology for Assessing the Time-Dependent Structural Performance of Electric Road Infrastructures 370
Reconciling geometry and dynamics: models for oval domes 370
Semi-active control of the rocking motion of monolithic art objects 363
Experimental dynamic identification of strategic building structures under real seismic loading 362
Experimental Testing of a Masonry Arch Bridge Model Subject to Increasing Level of Damage 362
Pseudo-Dynamic Testing Based on Non-linear Dynamic Substructuring of a Reinforced Concrete BridgeExperimental Research in Earthquake Engineering 362
Experimental and numerical analysis of a two-span model masonry arch bridge subjected to pier scour 361
Model updating of strategic building structures under real earthquake loading 360
Challenges in the reuse and upgrade of Pier Luigi Nervi 's structures 360
Seismic behaviour of modern heritage spatial structures: the Hall B of Turin Exhibition Centre by Pier Luigi Nervi 359
Rischio sismico e conservazione dei beni culturali: il monitoraggio dinamico nel giudizio sulla sicurezza del Santuario di Vicoforte 354
Fattori di vulnerabilità sismica nelle architetture voltate di Torino Esposizioni 354
Hybrid simulation of an old reinforced concrete viaduct based on nonlinear substructuring techniques 350
Damage scenario-driven strategies for the seismic monitoring of XX century spatial structures with application to Pier Luigi Nervi’s Turin Exhibition Centre 343
Edifici Esistenti in Muratura: Esempi di Analisi e Verifica Strutturale in Zona Sismica 342
Instantaneous Identification of Polynomial Nonlinearity Based on Volterra Series Representation 342
A vibration-based health monitoring program for a large and seismically vulnerable masonry dome 340
Non-linearity detection and dynamic characterisation of Aramid and Silicon Carbide fibres 339
Vibration tests on dismounted bridge beams and the effects of deterioration 335
Use of Cross-Time-Frequency Estimators for the Structural Identification in Non-Stationary Conditions and Under Unknown Excitation 335
Adaptive Kernel Cross-Time-Frequency Transformations for the Identification of Structural Systems 334
Instantaneous Identification of Bouc-Wen-type Hysteretic Systems from Seismic Response Data 333
Use of the cointegration strategies to remove environmental effects from data acquired on historical buildings 332
Non-linear identification of a RC element using time-frequency instantaneous estimators 331
Developments and Comparisons on the Definition of an Instantaneous Damping Estimator for Structures under Natural Excitation 327
Experimental identification of beams with localized nonlinearities 325
Measurement of weak non-linear response of Kevlar® fibre damaged by UV exposure 324
Aspetti costruttivi e strutturali del Padiglione ipogeo di Riccardo Morandi a Torino 324
Issues on the modal characterization of large monumental structures with complex dynamic interactions 323
On‐line identification of time‐varying systems equipped with adaptive control 320
Preservation and rehabilitation strategies for the shell and spatial structures by Nervi and Morandi of the Turin Exhibition Center 320
Use of Instantaneous Estimators for the Evaluation of Structural Damping 318
Aramid fibers for conservative intervention on masonry structures 318
Analisi sismica per livelli di conoscenza del patrimonio architettonico 315
Comparison of restoring force models for the identification of structures with hysteresis and degradation 311
Assessment of the Seismic Behaviour of a Retrofitted Old R.C. Highway Bridge Through PsD TestingExperimental Research in Earthquake Engineering 311
Unscented Kalman Filter for the Identification of Passive Control Devices 308
Identificazione dinamica di un ponte ad arco in muratura 306
Bilinear Time-Frequency Transformations in the Analysis of Damaged Structures 306
R. Ceravolo, G.V. Demarie, C. Roberto, G. Toso, “Identificazione Strutturale di un Ponte Autostradale Monitorato con un Sistema a Fibre Ottiche” 303
Interferometric Satellite Data For The Structural Health Monitoring Of Infrastructures 302
Instantaneous identification of localized non-linearities in steel framed structures 300
Soil-structure modeling and updating of the “Regina Montis Regalis” basilica at Vicoforte, Italy 300
Comparison of semi-active control strategies for rocking objects under pulse and harmonic excitations 297
Combining satellite geophysical data with continuous on-site measurements for monitoring the dynamic parameters of civil structures 297
Non-linear Identification of a Benchmark Steel-Concrete Composite Structure Subjected to Pseudo-Dynamic Tests 296
Modal Identification by Cross-Time-Frequency Estimators 295
Symptom based reliability and generalized repairing cost in monitored bridges 293
Finalizzazione all’Intervento di Restauro dell’Identificazione Strutturale di una Torre Campanaria 292
Pseudo-dynamic test of an old R.C. highway bridge with plain steel bars - part I: Assessment of the “as-built” configuration. 292
Identification of the hysteretic behaviour of a partial-strength steel–concrete moment-resisting frame structure subject to pseudodynamic tests 291
An historical research on the development and application of prestressed concrete in Italy 291
Experimental testing of a masonry arch bridge model subject to increasing level of damage 290
Damage location in structures through a connectivistic use of FEM modal analyses 290
Seismic Vulnerability Assessment of Chemical Plants through Probabilistic Neural Networks 289
Semiactive control of rigid blocks under earthquake excitation 288
Problems in applying code-specified capacity design procedures to seismic design of tall piers 287
Cross-Time-Frequency Techniques for the Identification of Masonry Buildings 286
Including Structural Monitoring Activities in Safety Probabilistic Formulations 284
La Valutazione dell'Impatto Ambientale da Vibrazioni Ferroviarie 283
Strategies for Assessing the Structural Performance of Electric Road Infrastructures 283
3D MODELS AND NON-DESTRUCTIVE INVESTIGATIONS: TOWARDS A MEETING IN DIGITAL TWINS 282
Assessment of Historical Buildings via Ambient Vibration Measurements: Experiences on Bell-Towers 282
Identificazione Dinamica delle Strutture in Muratura: Aspetti Metodologici e Comparativi 282
Assessing the Health State of Ancient Structures: The Role of Vibrational Tests 281
Bio-inspired control of dish-Stirling generators 277
An optimal sensor placement strategy for reliable expansion of mode shapes under measurement noise and modelling error 277
High-strength cable systems for the seismic protection of historical domes: a multidisciplinary approach 274
Totale 38.327
Categoria #
all - tutte 198.580
article - articoli 71.401
book - libri 2.666
conference - conferenze 109.509
curatela - curatele 0
other - altro 5.282
patent - brevetti 0
selected - selezionate 0
volume - volumi 9.722
Totale 397.160


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021121 0 0 0 0 0 0 0 0 0 0 0 121
2021/20223.688 147 188 51 273 249 414 207 247 138 228 695 851
2022/20235.767 464 761 134 437 448 624 356 292 505 113 264 1.369
2023/20243.013 175 508 518 143 185 409 127 125 108 182 192 341
2024/20257.790 268 852 479 1.007 630 413 547 548 1.075 516 680 775
2025/202622.270 1.182 979 1.559 1.873 1.303 1.285 3.188 1.684 5.068 2.342 610 1.197
Totale 78.263