IRIS
NAVARRA, GIACOMO CAMILLO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 3.023
EU - Europa 2.185
AS - Asia 901
SA - Sud America 232
AF - Africa 26
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
Totale 6.377
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.914
IE - Irlanda 486
UA - Ucraina 382
SG - Singapore 351
IT - Italia 330
GB - Regno Unito 282
DE - Germania 248
HK - Hong Kong 220
BR - Brasile 212
CN - Cina 151
FI - Finlandia 104
CA - Canada 97
SE - Svezia 94
CH - Svizzera 78
FR - Francia 66
IN - India 56
TR - Turchia 44
NL - Olanda 24
CZ - Repubblica Ceca 23
IR - Iran 18
PL - Polonia 14
BD - Bangladesh 12
ZA - Sudafrica 10
BE - Belgio 8
KR - Corea 8
RU - Federazione Russa 8
ES - Italia 7
AR - Argentina 6
IQ - Iraq 6
AE - Emirati Arabi Uniti 5
EU - Europa 5
MA - Marocco 5
PT - Portogallo 5
VE - Venezuela 5
DO - Repubblica Dominicana 4
EC - Ecuador 4
JP - Giappone 4
MX - Messico 4
RO - Romania 4
UZ - Uzbekistan 4
AU - Australia 3
EE - Estonia 3
EG - Egitto 3
IL - Israele 3
JO - Giordania 3
LT - Lituania 3
PK - Pakistan 3
AL - Albania 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
TH - Thailandia 2
AM - Armenia 1
AZ - Azerbaigian 1
BG - Bulgaria 1
BH - Bahrain 1
BW - Botswana 1
CG - Congo 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
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
VN - Vietnam 1
Totale 6.377
Salva come PNG Salva come JPEG
Città #
Dallas 608
Chandler 498
Dublin 486
Jacksonville 343
London 232
Hong Kong 220
Boardman 176
Singapore 136
The Dalles 120
Santa Clara 87
Helsinki 86
Toronto 82
Ashburn 81
Zurich 77
Wilmington 70
Beijing 67
Princeton 61
Bremen 54
Munich 44
Columbus 31
Dearborn 31
Chicago 30
Rome 28
Milan 25
Istanbul 22
Brno 20
San Mateo 20
São Paulo 17
Los Angeles 15
Düsseldorf 14
Palermo 14
Augusta 13
Des Moines 13
Frankfurt am Main 13
Catania 12
Council Bluffs 12
Turku 12
Naples 11
Assago 10
Kocaeli 10
Paris 10
Valderice 10
Ardabil 9
New York 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
Manchester 7
Montreal 7
Redmond 7
Ann Arbor 6
Hefei 6
Johannesburg 6
Messina 6
Nanjing 6
Portsmouth 6
Seoul 6
Volpiano 6
Wroclaw 6
Ancona 5
Boston 5
Espoo 5
Guangzhou 5
Perugia 5
Shanghai 5
Tolentino 5
Ankara 4
Bagheria 4
Barcelos 4
Brasília 4
Brescia 4
Caponago 4
Duncan 4
Falkenstein 4
Grenoble 4
Jaipur 4
Kunming 4
Lauterbourg 4
Newark 4
Padova 4
Salvador 4
Stockholm 4
Tashkent 4
Turin 4
Uberlândia 4
Vittoria 4
West Jordan 4
Amman 3
Bangalore 3
Totale 4.247
Salva come PNG Salva come JPEG
Nome #
Amplification of Interstorey Drift and Velocity for the passive control of structural vibrations 168
EXPERIMENTAL INVESTIGATION OF THE DYNAMIC PERFORMANCES OF THE L.E.D.A. SHAKING TABLES SYSTEM 138
Shake-table test assessment of a base-isolation device for the seismic protection of the Goddess of Morgantina statue 132
Passive control of fractional viscoelastic structures by Fractional Tuned Mass Dampers 130
Exact closed-form Fractional Spectral Moments for linear fractional oscillators excited by a white noise 129
Il sistema di tavole vibranti del centro di ricerca L.E.D.A.: caratteristiche e prestazioni dinamiche 128
Seismic protection of the Goddess of Morgantina statue through an innovative base-isolation device: validation by shake-table tests 125
Shake table tests on full-scale Confined Stone Walls 125
An Anthropometric 4-DOF Vibration Model with Uncertain Parameters for Air Transportation 123
Damage detection based on the analytical signal representation 120
Design of a NES device via Efficient Stochastic Linearisation 117
A new research facility: the Laboratory of Earthquake engineering and Dynamic Analysis (LEDA) 114
Single and multiple nonlinear energy sinks configurations in 3D civil structures with random excitations 111
Impulsive Tests on Historical Structures: The Dome of Teatro Massimo in Palermo 109
A novel analytical model of power spectral density function coherent with earthquake response spectra 106
INFLUENCE OF USER-DEFINED PARAMETERS USING STOCHASTIC SUBSPACE IDENTIFICATION (SSI) 106
Static and dynamic characterization of a low-cost MEMS sensor for structural monitoring purposes 104
Structural monitoring of “Himera” viaduct by low-cost MEMS sensors: characterization and preliminary results 104
Effects of CFRP on Vaults Reinforcement 102
Random vibration TLCD controlled 100
Aircraft Passenger Whole Body Vibration Analysis 99
SPEEDING UP THE STOCHASTIC LINEARISATION FOR SYSTEMS CONTROLLED BY NON-LINEAR PASSIVE DEVICES 98
Influence of an hemp bio-composite reinforcement on masonry vaults dynamic response 96
Probabilistic response of linear structures equipped with nonlinear dampers devices (PIS method) 96
Dynamic characterization of fractional oscillators for Fractional Tuned Mass Dampers tuning 96
Identification of multi degree of freedom civil systems under base lateral random forces by using potential models 94
Shake-table tests for the dynamic characterisation of an innovative isolator for seismic protection of statues 93
An uncertain parameters model for human body vibrations during air transportation 93
Closed-form stochastic response of linear building structures to spectrum-consistent seismic excitations 92
Aspetti di dinamica dei ponti 90
Stochastic seismic analysis by using an analytica lmodel of PSD consistent with Response Spectra 90
Whole body vibration during simulated flight via uncertain models and interval analysis 89
Continuous Particle Swarm Optimization for Model Updating of Structures from Experimental Modal Analysis 89
Experimental Validation of a Damage Identification procedure based on the Analytical Signal 89
Complex potential by hydrodynamic analogy for the determination of flexure-torsion induced stresses in de Saint Venant beams with boundary singularities 88
Essais dynamiques sur table vibrante de Murs de Pierres Confinees a echelle reelle 87
Upgrading of Exixsting Steel MR-frames by encasing the columns 86
Monitoraggio di infrastrutture civili mediante l’uso di sensori MEMS a basso costo: il caso studio del viadotto “Himera I” 84
SIMPLIFIED DESIGN OF NONLINEAR ENERGY SINKS FOR MDOF STRUCTURES EXCITED BY WHITE NOISE BASE EXCITATIONS 84
Stochastic seismic analisys of MDOF structures with viscous damper devices 82
Optimal tuning of tuned liquid column damper systems in random vibration by means of an approximate formulation 81
An Efficient Stochastic Linearisation Procedure for the Seismic Optimal Design of Passive Control Devices 80
Innovative modeling of Tuned Liquid Column Damper motion 79
Optimal design of Nonlinear Energy Sinks for SDOF structures subjected to white noise base excitations 79
The control performance of TLCD and TMD: Experimental Investigation 77
Structural response to stochastic agencies: damage detection 77
La Cupola del Teatro Massimo: Il contemporaneo nel 1876 77
L’IDENTIFICAZIONE DINAMICA DELLE CARATTERISTICHE MODALI E MECCANICHE DELLA STRUTTURA DELLA CUPOLA DEL TEATRO MASSIMO 76
Funzione densità di probabilità della risposta di strutture esposte al vento (PIS) 76
PROBABILISTIC OPTIMAL DESIGN OF PASSIVE CONTROL DEVICES COHERENTLY WITH SEISMIC CODES RESPONSE SPECTRA 76
Un nuovo avanzato laboratorio per lo studio degli effetti dei terremoti: il Centro di Ricerca L.E.D.A. 75
Aircraft wings dynamics suppression by optimal NESs designed through an Efficient stochastic linearisation approach 75
Effect of hemp bio composite strengthening on masonry barrel vaults damage 74
Nonlinear energy sink and Eurocode 8: An optimal design approach based on elastic response spectra 74
Retrofitting of Existing Steel MR-Frames by encasing the columns 72
Il rumore ambientale e l’affidabilita’ strutturale: Il caso della chiesa di N.S. Dell’Itria a Castelvetrano 72
Seismic response of steel frames with reduced beam sections 71
THE TLCD PASSIVE CONTROL: NUMERICAL INVESTIGATIONS VS EXPERIMENTAL RESULTS 70
Stochastic seismic analysis of structures with nonlinear viscous dampers 70
Numerical and experimental comparison between two different blade configurations of a wind generator 70
Stochastic dynamics of linear structures with nonlinear damper devices (PIS method) 69
Misura delle vibrazioni sul simulacro argenteo dell'Immacolata in processione 68
Proceedings of MDP2007 - International Symposium on Recent Advances in Mechanics, Dynamical systems, Probability theory 67
Numerical validation of an approximate formulation for the design of TLCD 67
Numerical and experimental validation of a simplified formulation for the design of TLCD 67
A study for the selection of a calibration system for seismic sensors Studio per l’individuazione di un sistema di calibrazione per sensori sismici 66
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 64
Viscoelastic bearings with fractional constitutive law for fractional tuned mass dampers 64
Passive Control of Linear Structures Equipped with non-Linear Viscous Dampers and Amplification Mechanism 58
Dynamic response of a liquefiable sand for shaking table testing by a large laminar shear box 49
A Low-Cost Sensing Solution for SHM, Exploiting a Dedicated Approach for Signal Recognition 36
Model Updating of Structures from Shaking Table Tests by Using Continuous Particle Swarm Optimization 26
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
Totale 6.481
Salva come PNG Salva come JPEG
Categoria #
all - tutte 42.174
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 42.174
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021577 0 0 59 56 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
2025/2026919 160 542 217 0 0 0 0 0 0 0 0 0
Totale 6.481