IRIS
NAVARRA, GIACOMO CAMILLO
 Distribuzione geografica
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Continente #
NA - Nord America 3.294
EU - Europa 2.216
AS - Asia 1.219
SA - Sud America 279
AF - Africa 28
Continente sconosciuto - Info sul continente non disponibili 6
OC - Oceania 5
Totale 7.047
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Nazione #
US - Stati Uniti d'America 3.179
SG - Singapore 550
IE - Irlanda 487
UA - Ucraina 383
IT - Italia 348
GB - Regno Unito 283
DE - Germania 250
BR - Brasile 248
HK - Hong Kong 225
CN - Cina 206
FI - Finlandia 104
CA - Canada 99
SE - Svezia 94
CH - Svizzera 79
FR - Francia 67
IN - India 58
TR - Turchia 44
VN - Vietnam 44
NL - Olanda 24
CZ - Repubblica Ceca 23
IR - Iran 18
PL - Polonia 16
BD - Bangladesh 14
AR - Argentina 13
ZA - Sudafrica 10
RU - Federazione Russa 9
BE - Belgio 8
ES - Italia 8
KR - Corea 8
IQ - Iraq 7
MX - Messico 7
AE - Emirati Arabi Uniti 6
DO - Repubblica Dominicana 5
EG - Egitto 5
EU - Europa 5
JP - Giappone 5
MA - Marocco 5
PT - Portogallo 5
VE - Venezuela 5
EC - Ecuador 4
ID - Indonesia 4
IL - Israele 4
JO - Giordania 4
PK - Pakistan 4
RO - Romania 4
UZ - Uzbekistan 4
AU - Australia 3
CO - Colombia 3
EE - Estonia 3
LT - Lituania 3
TH - Thailandia 3
AL - Albania 2
BG - Bulgaria 2
CL - Cile 2
DK - Danimarca 2
GR - Grecia 2
HU - Ungheria 2
JM - Giamaica 2
KE - Kenya 2
NZ - Nuova Zelanda 2
OM - Oman 2
PE - Perù 2
RS - Serbia 2
SC - Seychelles 2
AM - Armenia 1
AZ - Azerbaigian 1
BH - Bahrain 1
BW - Botswana 1
BY - Bielorussia 1
CG - Congo 1
DM - Dominica 1
GE - Georgia 1
GH - Ghana 1
KZ - Kazakistan 1
LB - Libano 1
LV - Lettonia 1
MD - Moldavia 1
MK - Macedonia 1
MY - Malesia 1
PA - Panama 1
PH - Filippine 1
PY - Paraguay 1
SK - Slovacchia (Repubblica Slovacca) 1
SM - San Marino 1
SR - Suriname 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 7.047
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Città #
Dallas 813
Chandler 498
Dublin 487
Jacksonville 343
Singapore 247
London 232
Hong Kong 225
Boardman 177
The Dalles 127
Ashburn 98
Beijing 89
Santa Clara 87
Helsinki 86
Toronto 84
Zurich 77
Wilmington 70
Princeton 61
Bremen 54
Munich 44
Columbus 31
Dearborn 31
Chicago 30
Rome 28
Milan 26
Istanbul 22
Brno 20
San Mateo 20
Ho Chi Minh City 18
São Paulo 18
Los Angeles 17
Catania 15
Düsseldorf 14
Frankfurt am Main 14
Palermo 14
Augusta 13
Des Moines 13
Council Bluffs 12
Turku 12
Naples 11
New York 11
Assago 10
Kocaeli 10
Paris 10
Valderice 10
Warsaw 10
Ardabil 9
Norwalk 9
San Jose 9
Atlanta 8
Brooklyn 8
Leawood 8
Monmouth Junction 8
Pune 8
Redwood City 8
San Francisco 8
Amsterdam 7
Belo Horizonte 7
Brussels 7
Edinburgh 7
Falls Church 7
Manchester 7
Montreal 7
Redmond 7
Ann Arbor 6
Boston 6
Hanoi 6
Hefei 6
Johannesburg 6
Messina 6
Nanjing 6
Portsmouth 6
Salvador 6
Seoul 6
Volpiano 6
Wroclaw 6
Ancona 5
Espoo 5
Guangzhou 5
Haiphong 5
Perugia 5
Shanghai 5
Tolentino 5
Amman 4
Ankara 4
Bagheria 4
Barcelos 4
Bologna 4
Brasília 4
Brescia 4
Caponago 4
Dhaka 4
Duncan 4
Falkenstein 4
Florence 4
Grenoble 4
Guarulhos 4
Hillsboro 4
Jaipur 4
Kunming 4
Lahore 4
Totale 4.657
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Nome #
Amplification of Interstorey Drift and Velocity for the passive control of structural vibrations 177
EXPERIMENTAL INVESTIGATION OF THE DYNAMIC PERFORMANCES OF THE L.E.D.A. SHAKING TABLES SYSTEM 157
Passive control of fractional viscoelastic structures by Fractional Tuned Mass Dampers 143
Exact closed-form Fractional Spectral Moments for linear fractional oscillators excited by a white noise 142
Shake-table test assessment of a base-isolation device for the seismic protection of the Goddess of Morgantina statue 137
An Anthropometric 4-DOF Vibration Model with Uncertain Parameters for Air Transportation 136
Il sistema di tavole vibranti del centro di ricerca L.E.D.A.: caratteristiche e prestazioni dinamiche 135
A new research facility: the Laboratory of Earthquake engineering and Dynamic Analysis (LEDA) 133
Design of a NES device via Efficient Stochastic Linearisation 133
Seismic protection of the Goddess of Morgantina statue through an innovative base-isolation device: validation by shake-table tests 131
Shake table tests on full-scale Confined Stone Walls 131
Damage detection based on the analytical signal representation 130
Single and multiple nonlinear energy sinks configurations in 3D civil structures with random excitations 124
Effects of CFRP on Vaults Reinforcement 118
Aircraft Passenger Whole Body Vibration Analysis 117
INFLUENCE OF USER-DEFINED PARAMETERS USING STOCHASTIC SUBSPACE IDENTIFICATION (SSI) 116
Structural monitoring of “Himera” viaduct by low-cost MEMS sensors: characterization and preliminary results 115
Static and dynamic characterization of a low-cost MEMS sensor for structural monitoring purposes 113
A novel analytical model of power spectral density function coherent with earthquake response spectra 113
Impulsive Tests on Historical Structures: The Dome of Teatro Massimo in Palermo 111
SPEEDING UP THE STOCHASTIC LINEARISATION FOR SYSTEMS CONTROLLED BY NON-LINEAR PASSIVE DEVICES 107
Random vibration TLCD controlled 106
Probabilistic response of linear structures equipped with nonlinear dampers devices (PIS method) 106
An uncertain parameters model for human body vibrations during air transportation 106
Closed-form stochastic response of linear building structures to spectrum-consistent seismic excitations 106
Influence of an hemp bio-composite reinforcement on masonry vaults dynamic response 104
Dynamic characterization of fractional oscillators for Fractional Tuned Mass Dampers tuning 104
Experimental Validation of a Damage Identification procedure based on the Analytical Signal 102
Aspetti di dinamica dei ponti 102
Complex potential by hydrodynamic analogy for the determination of flexure-torsion induced stresses in de Saint Venant beams with boundary singularities 102
Stochastic seismic analysis by using an analytica lmodel of PSD consistent with Response Spectra 101
Continuous Particle Swarm Optimization for Model Updating of Structures from Experimental Modal Analysis 100
Essais dynamiques sur table vibrante de Murs de Pierres Confinees a echelle reelle 99
Identification of multi degree of freedom civil systems under base lateral random forces by using potential models 98
Shake-table tests for the dynamic characterisation of an innovative isolator for seismic protection of statues 96
Whole body vibration during simulated flight via uncertain models and interval analysis 93
Upgrading of Exixsting Steel MR-frames by encasing the columns 93
Monitoraggio di infrastrutture civili mediante l’uso di sensori MEMS a basso costo: il caso studio del viadotto “Himera I” 90
SIMPLIFIED DESIGN OF NONLINEAR ENERGY SINKS FOR MDOF STRUCTURES EXCITED BY WHITE NOISE BASE EXCITATIONS 90
Optimal tuning of tuned liquid column damper systems in random vibration by means of an approximate formulation 89
An Efficient Stochastic Linearisation Procedure for the Seismic Optimal Design of Passive Control Devices 89
Aircraft wings dynamics suppression by optimal NESs designed through an Efficient stochastic linearisation approach 88
Stochastic seismic analisys of MDOF structures with viscous damper devices 87
Innovative modeling of Tuned Liquid Column Damper motion 87
Optimal design of Nonlinear Energy Sinks for SDOF structures subjected to white noise base excitations 87
Effect of hemp bio composite strengthening on masonry barrel vaults damage 85
La Cupola del Teatro Massimo: Il contemporaneo nel 1876 85
The control performance of TLCD and TMD: Experimental Investigation 84
L’IDENTIFICAZIONE DINAMICA DELLE CARATTERISTICHE MODALI E MECCANICHE DELLA STRUTTURA DELLA CUPOLA DEL TEATRO MASSIMO 84
Structural response to stochastic agencies: damage detection 82
PROBABILISTIC OPTIMAL DESIGN OF PASSIVE CONTROL DEVICES COHERENTLY WITH SEISMIC CODES RESPONSE SPECTRA 82
Nonlinear energy sink and Eurocode 8: An optimal design approach based on elastic response spectra 82
A study for the selection of a calibration system for seismic sensors Studio per l’individuazione di un sistema di calibrazione per sensori sismici 81
Il rumore ambientale e l’affidabilita’ strutturale: Il caso della chiesa di N.S. Dell’Itria a Castelvetrano 80
Retrofitting of Existing Steel MR-Frames by encasing the columns 78
Funzione densità di probabilità della risposta di strutture esposte al vento (PIS) 78
Un nuovo avanzato laboratorio per lo studio degli effetti dei terremoti: il Centro di Ricerca L.E.D.A. 78
Numerical and experimental comparison between two different blade configurations of a wind generator 77
THE TLCD PASSIVE CONTROL: NUMERICAL INVESTIGATIONS VS EXPERIMENTAL RESULTS 76
Seismic response of steel frames with reduced beam sections 76
Stochastic dynamics of linear structures with nonlinear damper devices (PIS method) 75
Stochastic seismic analysis of structures with nonlinear viscous dampers 75
Misura delle vibrazioni sul simulacro argenteo dell'Immacolata in processione 74
Proceedings of MDP2007 - International Symposium on Recent Advances in Mechanics, Dynamical systems, Probability theory 72
Numerical validation of an approximate formulation for the design of TLCD 72
Viscoelastic bearings with fractional constitutive law for fractional tuned mass dampers 71
Numerical and experimental validation of a simplified formulation for the design of TLCD 71
Vibration mitigation of the silver statue during the procession in Palermo: preliminary study Studi preliminari per la riduzione delle vibrazioni sul simulacro argenteo dell’Immacolata in processione 69
Passive Control of Linear Structures Equipped with non-Linear Viscous Dampers and Amplification Mechanism 67
A Low-Cost Sensing Solution for SHM, Exploiting a Dedicated Approach for Signal Recognition 62
Dynamic response of a liquefiable sand for shaking table testing by a large laminar shear box 59
Model Updating of Structures from Shaking Table Tests by Using Continuous Particle Swarm Optimization 49
Smart Automation System dedicated to Infrastructure and Construction 18
A Novel Mathematical Model For TLCD: Theoretical And Experimental Investigations 15
Direct evaluation of the equivalent linear damping for TLCD systems in random vibration for pre-design purposes 15
A Damage Identification procedure based on Hilbert Transform: experimental validation 9
Experimental validation of a direct pre-design formula for TLCD 8
A new large scale laboratory: the LEDA Research Centre (Laboratory of Earthquake engineering and Dynamic Analysis) 8
Seismic Performance Assessment of a Novel 2-D Base Isolation Device for Protecting Statues via Shaking Table Tests. The Case Study of the Statue of Goddess of Morgantina 7
Shake Table Tests on Scaled Masonry Building: Comparison of Performance of Various Micro-Electromechanical System Accelerometers (MEMS) for Structural Health Monitoring 5
Totale 7.153
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Categoria #
all - tutte 45.204
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 45.204
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021460 0 0 0 0 0 64 19 144 14 72 83 64
2021/2022459 0 18 2 117 2 9 13 75 19 54 49 101
2022/20231.391 148 100 47 215 171 223 18 98 161 52 122 36
2023/2024992 54 122 71 77 109 47 233 65 21 39 23 131
2024/20251.549 41 104 131 47 133 163 129 141 186 188 190 96
2025/20261.591 160 542 515 156 117 101 0 0 0 0 0 0
Totale 7.153