NAVARRA, GIACOMO CAMILLO
 Distribuzione geografica
Continente #
NA - Nord America 3.247
EU - Europa 2.202
AS - Asia 1.069
SA - Sud America 273
AF - Africa 28
Continente sconosciuto - Info sul continente non disponibili 6
OC - Oceania 5
Totale 6.830
Nazione #
US - Stati Uniti d'America 3.134
IE - Irlanda 487
SG - Singapore 481
UA - Ucraina 383
IT - Italia 338
GB - Regno Unito 283
DE - Germania 249
BR - Brasile 248
HK - Hong Kong 221
CN - Cina 159
FI - Finlandia 104
CA - Canada 99
SE - Svezia 94
CH - Svizzera 79
FR - Francia 66
IN - India 58
TR - Turchia 44
NL - Olanda 24
CZ - Repubblica Ceca 23
IR - Iran 18
VN - Vietnam 16
PL - Polonia 14
BD - Bangladesh 13
AR - Argentina 10
ZA - Sudafrica 10
RU - Federazione Russa 9
BE - Belgio 8
ES - Italia 8
KR - Corea 8
IQ - Iraq 7
AE - Emirati Arabi Uniti 6
DO - Repubblica Dominicana 5
EG - Egitto 5
EU - Europa 5
JP - Giappone 5
MA - Marocco 5
MX - Messico 5
PT - Portogallo 5
VE - Venezuela 5
EC - Ecuador 4
ID - Indonesia 4
IL - Israele 4
PK - Pakistan 4
RO - Romania 4
UZ - Uzbekistan 4
AU - Australia 3
EE - Estonia 3
JO - Giordania 3
LT - Lituania 3
TH - Thailandia 3
AL - Albania 2
BG - Bulgaria 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
CL - Cile 1
CO - Colombia 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 6.830
Città #
Dallas 813
Chandler 498
Dublin 487
Jacksonville 343
London 232
Singapore 227
Hong Kong 221
Boardman 177
The Dalles 120
Santa Clara 87
Helsinki 86
Toronto 84
Ashburn 81
Zurich 77
Beijing 73
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
São Paulo 18
Los Angeles 17
Düsseldorf 14
Frankfurt am Main 14
Palermo 14
Augusta 13
Des Moines 13
Catania 12
Council Bluffs 12
Turku 12
Naples 11
Assago 10
Kocaeli 10
New York 10
Paris 10
Valderice 10
Ardabil 9
Norwalk 9
Atlanta 8
Brooklyn 8
Leawood 8
Monmouth Junction 8
Pune 8
Redwood City 8
San Francisco 8
Warsaw 8
Amsterdam 7
Belo Horizonte 7
Brussels 7
Edinburgh 7
Falls Church 7
Ho Chi Minh City 7
Manchester 7
Montreal 7
Redmond 7
Ann Arbor 6
Boston 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
Perugia 5
Shanghai 5
Tolentino 5
Ankara 4
Bagheria 4
Barcelos 4
Bologna 4
Brasília 4
Brescia 4
Caponago 4
Duncan 4
Falkenstein 4
Florence 4
Grenoble 4
Guarulhos 4
Jaipur 4
Kunming 4
Lahore 4
Lauterbourg 4
Newark 4
Padova 4
Poplar 4
Rio de Janeiro 4
Stockholm 4
Totale 4.568
Nome #
Amplification of Interstorey Drift and Velocity for the passive control of structural vibrations 175
EXPERIMENTAL INVESTIGATION OF THE DYNAMIC PERFORMANCES OF THE L.E.D.A. SHAKING TABLES SYSTEM 153
Passive control of fractional viscoelastic structures by Fractional Tuned Mass Dampers 138
Shake-table test assessment of a base-isolation device for the seismic protection of the Goddess of Morgantina statue 137
Exact closed-form Fractional Spectral Moments for linear fractional oscillators excited by a white noise 134
An Anthropometric 4-DOF Vibration Model with Uncertain Parameters for Air Transportation 133
Il sistema di tavole vibranti del centro di ricerca L.E.D.A.: caratteristiche e prestazioni dinamiche 131
A new research facility: the Laboratory of Earthquake engineering and Dynamic Analysis (LEDA) 130
Seismic protection of the Goddess of Morgantina statue through an innovative base-isolation device: validation by shake-table tests 129
Shake table tests on full-scale Confined Stone Walls 129
Design of a NES device via Efficient Stochastic Linearisation 128
Damage detection based on the analytical signal representation 127
Single and multiple nonlinear energy sinks configurations in 3D civil structures with random excitations 118
Effects of CFRP on Vaults Reinforcement 114
Aircraft Passenger Whole Body Vibration Analysis 114
A novel analytical model of power spectral density function coherent with earthquake response spectra 111
Impulsive Tests on Historical Structures: The Dome of Teatro Massimo in Palermo 110
INFLUENCE OF USER-DEFINED PARAMETERS USING STOCHASTIC SUBSPACE IDENTIFICATION (SSI) 110
Structural monitoring of “Himera” viaduct by low-cost MEMS sensors: characterization and preliminary results 109
Static and dynamic characterization of a low-cost MEMS sensor for structural monitoring purposes 108
Random vibration TLCD controlled 105
SPEEDING UP THE STOCHASTIC LINEARISATION FOR SYSTEMS CONTROLLED BY NON-LINEAR PASSIVE DEVICES 105
Dynamic characterization of fractional oscillators for Fractional Tuned Mass Dampers tuning 102
An uncertain parameters model for human body vibrations during air transportation 102
Closed-form stochastic response of linear building structures to spectrum-consistent seismic excitations 102
Probabilistic response of linear structures equipped with nonlinear dampers devices (PIS method) 101
Influence of an hemp bio-composite reinforcement on masonry vaults dynamic response 100
Experimental Validation of a Damage Identification procedure based on the Analytical Signal 100
Complex potential by hydrodynamic analogy for the determination of flexure-torsion induced stresses in de Saint Venant beams with boundary singularities 99
Continuous Particle Swarm Optimization for Model Updating of Structures from Experimental Modal Analysis 98
Aspetti di dinamica dei ponti 98
Identification of multi degree of freedom civil systems under base lateral random forces by using potential models 97
Stochastic seismic analysis by using an analytica lmodel of PSD consistent with Response Spectra 97
Shake-table tests for the dynamic characterisation of an innovative isolator for seismic protection of statues 96
Essais dynamiques sur table vibrante de Murs de Pierres Confinees a echelle reelle 96
Whole body vibration during simulated flight via uncertain models and interval analysis 92
Upgrading of Exixsting Steel MR-frames by encasing the columns 91
Monitoraggio di infrastrutture civili mediante l’uso di sensori MEMS a basso costo: il caso studio del viadotto “Himera I” 89
SIMPLIFIED DESIGN OF NONLINEAR ENERGY SINKS FOR MDOF STRUCTURES EXCITED BY WHITE NOISE BASE EXCITATIONS 87
An Efficient Stochastic Linearisation Procedure for the Seismic Optimal Design of Passive Control Devices 87
Optimal tuning of tuned liquid column damper systems in random vibration by means of an approximate formulation 86
Aircraft wings dynamics suppression by optimal NESs designed through an Efficient stochastic linearisation approach 85
Stochastic seismic analisys of MDOF structures with viscous damper devices 84
Innovative modeling of Tuned Liquid Column Damper motion 84
Optimal design of Nonlinear Energy Sinks for SDOF structures subjected to white noise base excitations 84
Effect of hemp bio composite strengthening on masonry barrel vaults damage 83
The control performance of TLCD and TMD: Experimental Investigation 82
La Cupola del Teatro Massimo: Il contemporaneo nel 1876 82
Structural response to stochastic agencies: damage detection 81
L’IDENTIFICAZIONE DINAMICA DELLE CARATTERISTICHE MODALI E MECCANICHE DELLA STRUTTURA DELLA CUPOLA DEL TEATRO MASSIMO 79
PROBABILISTIC OPTIMAL DESIGN OF PASSIVE CONTROL DEVICES COHERENTLY WITH SEISMIC CODES RESPONSE SPECTRA 79
Nonlinear energy sink and Eurocode 8: An optimal design approach based on elastic response spectra 79
Funzione densità di probabilità della risposta di strutture esposte al vento (PIS) 77
Il rumore ambientale e l’affidabilita’ strutturale: Il caso della chiesa di N.S. Dell’Itria a Castelvetrano 76
Un nuovo avanzato laboratorio per lo studio degli effetti dei terremoti: il Centro di Ricerca L.E.D.A. 76
A study for the selection of a calibration system for seismic sensors Studio per l’individuazione di un sistema di calibrazione per sensori sismici 76
Retrofitting of Existing Steel MR-Frames by encasing the columns 75
THE TLCD PASSIVE CONTROL: NUMERICAL INVESTIGATIONS VS EXPERIMENTAL RESULTS 74
Seismic response of steel frames with reduced beam sections 74
Stochastic dynamics of linear structures with nonlinear damper devices (PIS method) 73
Stochastic seismic analysis of structures with nonlinear viscous dampers 73
Misura delle vibrazioni sul simulacro argenteo dell'Immacolata in processione 73
Numerical and experimental comparison between two different blade configurations of a wind generator 73
Proceedings of MDP2007 - International Symposium on Recent Advances in Mechanics, Dynamical systems, Probability theory 70
Numerical validation of an approximate formulation for the design of TLCD 70
Viscoelastic bearings with fractional constitutive law for fractional tuned mass dampers 68
Numerical and experimental validation of a simplified formulation for the design of TLCD 68
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 67
Passive Control of Linear Structures Equipped with non-Linear Viscous Dampers and Amplification Mechanism 65
A Low-Cost Sensing Solution for SHM, Exploiting a Dedicated Approach for Signal Recognition 59
Dynamic response of a liquefiable sand for shaking table testing by a large laminar shear box 55
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
Shake Table Tests on Scaled Masonry Building: Comparison of Performance of Various Micro-Electromechanical System Accelerometers (MEMS) for Structural Health Monitoring 1
Totale 6.935
Categoria #
all - tutte 44.220
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 44.220


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021462 0 0 0 0 2 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
2025/20261.373 160 542 515 156 0 0 0 0 0 0 0 0
Totale 6.935