PORTO @ Archivio Istituzionale della Ricerca

CERAVOLO, Rosario
 Distribuzione geografica
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Continente #
EU - Europa 25.844
NA - Nord America 23.926
AS - Asia 10.420
SA - Sud America 1.368
AF - Africa 219
OC - Oceania 86
Continente sconosciuto - Info sul continente non disponibili 13
Totale 61.876
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Nazione #
US - Stati Uniti d'America 23.635
IT - Italia 8.957
DE - Germania 4.765
CN - Cina 3.781
SG - Singapore 3.726
GB - Regno Unito 3.521
FR - Francia 3.058
UA - Ucraina 1.568
BR - Brasile 1.064
KR - Corea 862
IE - Irlanda 600
TR - Turchia 577
SE - Svezia 525
RU - Federazione Russa 523
NL - Olanda 504
CH - Svizzera 342
FI - Finlandia 302
VN - Vietnam 291
BE - Belgio 273
HK - Hong Kong 252
AT - Austria 241
CA - Canada 210
IN - India 183
ES - Italia 127
JP - Giappone 119
IR - Iran 117
ID - Indonesia 93
CO - Colombia 92
BG - Bulgaria 89
SN - Senegal 86
AR - Argentina 79
RO - Romania 67
MX - Messico 59
JO - Giordania 54
IL - Israele 49
GR - Grecia 48
LB - Libano 48
AP - ???statistics.table.value.countryCode.AP??? 47
NZ - Nuova Zelanda 47
MY - Malesia 45
EC - Ecuador 40
PL - Polonia 40
AU - Australia 39
CL - Cile 38
EU - Europa 37
PT - Portogallo 37
DK - Danimarca 36
PK - Pakistan 34
PH - Filippine 32
BD - Bangladesh 31
ZA - Sudafrica 30
IQ - Iraq 25
AE - Emirati Arabi Uniti 24
DZ - Algeria 24
HR - Croazia 23
SA - Arabia Saudita 23
NO - Norvegia 22
UZ - Uzbekistan 22
VE - Venezuela 21
TW - Taiwan 18
EG - Egitto 17
MA - Marocco 15
PY - Paraguay 14
LT - Lituania 13
NG - Nigeria 11
PE - Perù 11
RS - Serbia 10
AZ - Azerbaigian 8
TN - Tunisia 8
DO - Repubblica Dominicana 7
EE - Estonia 7
CZ - Repubblica Ceca 6
LK - Sri Lanka 6
SI - Slovenia 6
KE - Kenya 5
KZ - Kazakistan 5
MD - Moldavia 5
NP - Nepal 5
TH - Thailandia 5
A1 - Anonimo 4
BO - Bolivia 4
ET - Etiopia 4
KG - Kirghizistan 4
UY - Uruguay 4
BB - Barbados 3
BY - Bielorussia 3
BZ - Belize 3
CI - Costa d'Avorio 3
CM - Camerun 3
HU - Ungheria 3
LR - Liberia 3
MK - Macedonia 3
OM - Oman 3
SC - Seychelles 3
SK - Slovacchia (Repubblica Slovacca) 3
AL - Albania 2
BA - Bosnia-Erzegovina 2
CY - Cipro 2
GH - Ghana 2
JM - Giamaica 2
Totale 61.849
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Città #
Ashburn 5.711
Southend 2.983
Singapore 2.084
Turin 2.018
Council Bluffs 1.970
Seattle 1.709
Chandler 1.145
Beijing 1.139
Fairfield 1.035
Princeton 808
Ann Arbor 747
Jacksonville 681
Torino 659
Dallas 600
San Ramon 563
Dublin 553
Santa Clara 532
Woodbridge 507
Boardman 502
Houston 495
Berlin 493
Putian 477
Wilmington 445
Milan 430
Chicago 390
Izmir 354
Cambridge 333
Rome 311
Bern 287
Seoul 274
Brussels 265
San Donato Milanese 240
Helsinki 230
Los Angeles 206
Frankfurt 203
Hefei 190
Hong Kong 187
Las Vegas 186
Shanghai 185
Zaporozhye 179
Bologna 175
Zhengzhou 174
Vienna 173
Baltimore 169
Grafing 165
New York 155
Pennsylvania Furnace 143
Overberg 136
Lonate Pozzolo 131
Buffalo 125
Amsterdam 122
Monopoli 119
Guangzhou 103
Ho Chi Minh City 102
Padua 102
Saint Petersburg 100
Munich 97
São Paulo 96
Istanbul 92
Redwood City 92
Sofia 86
Hanoi 82
Toronto 77
San Francisco 72
Naples 71
Jakarta 65
Mountain View 64
London 62
Xiamen 61
Columbus 60
Paris 59
Malatya 54
Falls Church 53
Palermo 52
Des Moines 50
Hangzhou 50
Washington 48
Beirut 47
Andover 46
The Dalles 45
Bari 44
Nanjing 44
Norwalk 44
Tongling 44
Auckland 43
Modena 43
North Bergen 43
Yubileyny 43
Cranfield 42
Frankfurt am Main 42
Atlanta 41
Lappeenranta 41
San Diego 41
Redondo Beach 40
Tokyo 40
Valfenera 40
Nuremberg 37
Herkenbosch 33
Moscow 33
Trento 33
Totale 36.892
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Nome #
" Sensitivity analysis of damaged monumental structures: the example of S. Maria del Suffragio in L'Aquila " 1.816
Identificazione dinamica sperimentale di edifici strategici sotto sisma 1.292
Non-Linear Characterisation of Kevlar and Silicon Carbide Fibres for Structural Health Monitoring Applications 533
Dynamic characterization of complex masonry structures: the Sanctuary of Vicoforte 497
Territorial Resilience: Toward a Proactive Meaning for Spatial Planning 454
Time Domain Identification of Structures: a Comparative Analysis of Output-Only Methods 450
Non-destructive testing on aramid fibres for the long-term assessment of interventions on heritage structures 437
Save what we can: experimentally validated design of stengthening interventions to reduce the seismic vulnerability of a bell-tower 421
Dynamic validation of post-earthquake safety interventions in Mirandola, 2012 Emilia earthquake 410
Time-dependent estimators for on-line monitoring of full-scale structures under ambient excitation 386
Analisi sismica di ponti esistenti: aspetti metodologici e applicazioni a casi studio 379
Dynamic characterization of complex bridge structures with passive control systems 371
Unscented Kalman Filter for Non-Linear Identification of a New Prototype of Bidirectional Tuned Vibration Absorber: A Numerical Investigation 364
Reconciling geometry and dynamics: models for oval domes 363
Conoscenza dinamica per la valutazione del rischio sismico dell'edificio monumentale del Santuario di Vicoforte 359
Le Trasformazioni Tempo-Frequenza della Classe di Cohen nella Diagnosi di Difetti Strutturali 357
Analisi dinamica non-lineare per la progettazione sismica di pile di grande altezza 353
Adaptive control of the rocking motion of art objects 352
Monitoring of historical buildings: Project of a dynamic monitoring system for the world's largest elliptical dome 352
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios 351
Vibration-based monitoring and diagnosis of cultural heritage: a methodological discussion in three examples 341
Analysis of long-term monitoring data to assess the efficacy of tie-bars strengthening interventions on a large historical dome 335
Amplitude dependence of equivalent modal parameters in monitored buildings during earthquake swarms 335
Monitoring of masonry historical constructions: 10 years of static monitoring of the world's largest oval dome 334
Assessment of the seismic vulnerability of an old RC viaduct with frame piers and study of the effectiveness of base isolation through PsD testing 333
Survey, seismic input and structural modeling of the "Regina Montis Regalis" basilica and large elliptical dome at Vicoforte, northern Italy 326
Experimental and numerical analysis of a two-span model masonry arch bridge subjected to pier scour 323
A Computational Methodology for Assessing the Time-Dependent Structural Performance of Electric Road Infrastructures 322
Reconciling geometry and dynamics: models for oval domes 320
Non-linear characterisation of the physical model of an ancient masonry bridge 319
Assessment of Structural Reliability of Bridge Beams Based on Measured Symptoms 318
Rischio sismico e conservazione dei beni culturali: il monitoraggio dinamico nel giudizio sulla sicurezza del Santuario di Vicoforte 317
Hybrid simulation of an old reinforced concrete viaduct based on nonlinear substructuring techniques 317
Experimental Testing of a Masonry Arch Bridge Model Subject to Increasing Level of Damage 314
Reconciling geometry and dynamics: models for oval domes 313
A New Testing Machine for the Dynamic Characterization of High Strength Low Damping Fiber Materials 312
Edifici Esistenti in Muratura: Esempi di Analisi e Verifica Strutturale in Zona Sismica 310
Instantaneous Identification of Polynomial Nonlinearity Based on Volterra Series Representation 308
Pseudo-Dynamic Testing Based on Non-linear Dynamic Substructuring of a Reinforced Concrete BridgeExperimental Research in Earthquake Engineering 305
Semi-active control of the rocking motion of monolithic art objects 304
Thermomechanical model updating of the world’s largest oval dome 303
Non-linear identification of a RC element using time-frequency instantaneous estimators 301
Model updating of strategic building structures under real earthquake loading 301
Damage scenario-driven strategies for the seismic monitoring of XX century spatial structures with application to Pier Luigi Nervi’s Turin Exhibition Centre 301
Adaptive Kernel Cross-Time-Frequency Transformations for the Identification of Structural Systems 299
Developments and Comparisons on the Definition of an Instantaneous Damping Estimator for Structures under Natural Excitation 293
On‐line identification of time‐varying systems equipped with adaptive control 292
Use of Cross-Time-Frequency Estimators for the Structural Identification in Non-Stationary Conditions and Under Unknown Excitation 292
Experimental identification of beams with localized nonlinearities 289
Optimal sensor placement for modern heritage spatial structures 287
Non-linearity detection and dynamic characterisation of Aramid and Silicon Carbide fibres 284
Experimental dynamic identification of strategic building structures under real seismic loading 283
Instantaneous Identification of Bouc-Wen-type Hysteretic Systems from Seismic Response Data 283
Aramid fibers for conservative intervention on masonry structures 282
A vibration-based health monitoring program for a large and seismically vulnerable masonry dome 281
Vibration tests on dismounted bridge beams and the effects of deterioration 280
Analisi sismica per livelli di conoscenza del patrimonio architettonico 280
Comparison of restoring force models for the identification of structures with hysteresis and degradation 279
Fattori di vulnerabilità sismica nelle architetture voltate di Torino Esposizioni 277
Use of Instantaneous Estimators for the Evaluation of Structural Damping 276
Seismic behaviour of modern heritage spatial structures: the Hall B of Turin Exhibition Centre by Pier Luigi Nervi 274
Challenges in the reuse and upgrade of Pier Luigi Nervi 's structures 274
Identificazione dinamica di un ponte ad arco in muratura 271
Bilinear Time-Frequency Transformations in the Analysis of Damaged Structures 269
Damage location in structures through a connectivistic use of FEM modal analyses 267
Aspetti costruttivi e strutturali del Padiglione ipogeo di Riccardo Morandi a Torino 266
Issues on the modal characterization of large monumental structures with complex dynamic interactions 265
Assessment of the Seismic Behaviour of a Retrofitted Old R.C. Highway Bridge Through PsD TestingExperimental Research in Earthquake Engineering 265
Cross-Time-Frequency Techniques for the Identification of Masonry Buildings 265
Modal Identification by Cross-Time-Frequency Estimators 264
Including Structural Monitoring Activities in Safety Probabilistic Formulations 262
Comparison of semi-active control strategies for rocking objects under pulse and harmonic excitations 260
Unscented Kalman Filter for the Identification of Passive Control Devices 260
Symptom based reliability and generalized repairing cost in monitored bridges 260
Instantaneous identification of localized non-linearities in steel framed structures 259
Identification of the hysteretic behaviour of a partial-strength steel–concrete moment-resisting frame structure subject to pseudodynamic tests 258
Measurement of weak non-linear response of Kevlar® fibre damaged by UV exposure 257
Experimental testing of a masonry arch bridge model subject to increasing level of damage 256
Use of the cointegration strategies to remove environmental effects from data acquired on historical buildings 256
Assessment of Historical Buildings via Ambient Vibration Measurements: Experiences on Bell-Towers 251
La Valutazione dell'Impatto Ambientale da Vibrazioni Ferroviarie 250
Identificazione Dinamica delle Strutture in Muratura: Aspetti Metodologici e Comparativi 250
Assessing the Health State of Ancient Structures: The Role of Vibrational Tests 250
Problems in applying code-specified capacity design procedures to seismic design of tall piers 248
Soil-structure modeling and updating of the “Regina Montis Regalis” basilica at Vicoforte, Italy 248
Seismic Vulnerability Assessment of Chemical Plants through Probabilistic Neural Networks 245
Pseudo-dynamic test of an old R.C. highway bridge with plain steel bars - part I: Assessment of the “as-built” configuration. 245
Bio-inspired control of dish-Stirling generators 244
Strategies for Assessing the Structural Performance of Electric Road Infrastructures 243
Finalizzazione all’Intervento di Restauro dell’Identificazione Strutturale di una Torre Campanaria 243
Time-Frequency and Cross-Time-Frequency Based Techniques for the Structural Identification of Systems 242
Non-linear Identification of a Benchmark Steel-Concrete Composite Structure Subjected to Pseudo-Dynamic Tests 242
Parametric identification of damaged dynamic systems with hysteresis and slip 241
Techniques for the Mechanical Characterisation of Civil Structures 238
Damage detection in elastic properties of masonry bridges using coda wave interferometry 238
Semiactive control of rigid blocks under earthquake excitation 238
R. Ceravolo, G.V. Demarie, C. Roberto, G. Toso, “Identificazione Strutturale di un Ponte Autostradale Monitorato con un Sistema a Fibre Ottiche” 237
Global Sensitivity-Based Model Updating for Heritage Structures 234
Instantaneous identification of degrading hysteretic oscillators under earthquake excitation 234
Bell Towers Monitoring Through Ambient Vibration Measurements 233
Totale 32.568
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Categoria #
all - tutte 168.733
article - articoli 60.621
book - libri 2.404
conference - conferenze 92.877
curatela - curatele 0
other - altro 4.717
patent - brevetti 0
selected - selezionate 0
volume - volumi 8.114
Totale 337.466
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.018 0 0 0 0 202 329 151 258 186 505 266 121
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
2024/20257.732 251 849 475 1.003 628 410 545 546 1.066 514 678 767
2025/20266.429 1.172 972 1.554 1.861 870 0 0 0 0 0 0 0
Totale 62.364