IRIS
POTENZA, FRANCESCO
 Distribuzione geografica
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Continente #
NA - Nord America 1.650
EU - Europa 1.073
AS - Asia 526
Continente sconosciuto - Info sul continente non disponibili 4
SA - Sud America 4
AF - Africa 3
OC - Oceania 3
Totale 3.263
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Nazione #
US - Stati Uniti d'America 1.648
IE - Irlanda 377
CN - Cina 299
TR - Turchia 196
IT - Italia 152
DE - Germania 133
UA - Ucraina 104
SE - Svezia 103
GB - Regno Unito 96
FI - Finlandia 46
FR - Francia 32
BE - Belgio 16
HK - Hong Kong 9
IN - India 9
SG - Singapore 5
EU - Europa 4
IR - Iran 4
RU - Federazione Russa 4
ES - Italia 3
BG - Bulgaria 2
BR - Brasile 2
CA - Canada 2
CO - Colombia 2
MY - Malesia 2
NL - Olanda 2
NZ - Nuova Zelanda 2
AU - Australia 1
BD - Bangladesh 1
CY - Cipro 1
EG - Egitto 1
ET - Etiopia 1
HU - Ungheria 1
PT - Portogallo 1
SI - Slovenia 1
ZA - Sudafrica 1
Totale 3.263
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Città #
Jacksonville 418
Dublin 375
Chandler 336
Izmir 125
Nanjing 84
San Mateo 60
Ann Arbor 56
Lawrence 56
Princeton 56
Boardman 55
Ashburn 54
New York 47
Wilmington 46
Woodbridge 27
Shenyang 25
Milan 23
Nanchang 23
Beijing 22
L'aquila 20
Mountain View 20
Verona 17
Berlin 15
Brussels 15
Changsha 15
Hebei 15
Tianjin 14
Jiaxing 13
Shanghai 13
Zhengzhou 12
Jinan 11
Rome 11
Seattle 11
Genova 10
Kunming 10
Central District 9
Los Angeles 9
Norwalk 8
Des Moines 7
Hangzhou 7
Wuhan 7
Houston 6
Ningbo 6
Bari 5
Fort Collins 5
Helsinki 5
Siena 5
Auburn Hills 4
Dearborn 4
Haikou 4
Pisa 4
Providence 4
Redwood City 4
Tappahannock 4
Venezia 4
Düsseldorf 3
Lanzhou 3
Noicattaro 3
Pune 3
Albany 2
Bremen 2
Kitzingen 2
Medellín 2
Napoli 2
Singapore 2
Sofia 2
Tabriz 2
Taizhou 2
Tehran 2
Torino 2
Adelaide 1
Andover 1
Ankara 1
Antwerp 1
Aquila 1
Bhopal 1
Brasília 1
Budapest 1
Cagliari 1
Cairo 1
Cedar Knolls 1
Changchun 1
Chaoyang 1
Chieti 1
Cologne 1
Dhaka 1
Edmonton 1
Fabriano 1
Fuzhou 1
Greensboro 1
Guangzhou 1
Hallandale 1
Hanover 1
Herndon 1
Hicksville 1
Istanbul 1
Johannesburg 1
Lecco 1
L’Aquila 1
Mondragón 1
Newcastle Upon Tyne 1
Totale 2.286
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Nome #
Ecosmart reinforcement for a masonry polycentric pavilion vault 93
Dynamics of masonry walls connected by a vibrating cable in a historic structure 90
Seismic protection and retrofitting through nonlinear fluid viscous damper interconnecting substructures 85
Structural control design and defective systems 85
Long-term structural monitoring of the damaged Basilica S. Maria di Collemaggio through a low-cost wireless sensor network 83
Seismic protection of frame structures via semi-active control: modelling and implementation issues 83
Design of Wireless Sensor Nodes for Structural Health Monitoring applications 80
Design criteria for dissipative devices in coupled oscillators under seismic excitation 77
Il comportamento degli edifici della Facoltà di Ingegneria dell’Aquila durante la sequenza sismica dell’Aprile 2009 74
Structural health monitoring of the Basilica S. Maria di Collemaggio 73
An Integrated Approach to the Design of Wireless Sensor Networks for Structural Health Monitoring 72
Semiactive control using MR dampers of a frame structure under seismic excitation 72
Edifice A of the Engineering Faculty of L’Aquila: earthquake damage scenario assessment through nonlinear analyses 70
Mitigation of seismic vibration by semi-active control 69
Dynamic testing and health monitoring via wireless sensor networks in the post-earthquake assessment of structural condition at L’Aquila 69
Seismic performance of a mixed masonry-reinforced concrete building 65
Nonlinear dynamics of a parametric analytical model for beam-cable-beam structures 65
Design of damper viscous properties for semi-active control of asymmetric structures 65
Nonlinear viscous dampers interconnecting adjacent structures for seismic retrofitting 65
Dynamic testing and health monitoring of historic and modern civil structures in Italy 64
Mitigation of three-dimensional vibrations of a frame structure using magnetorheological dampers 63
Modeling a Planar Point Mass Sagged Cable-Suspended Manipulator 63
Integrated Process of Images and Acceleration Measurements for Damage Detection 63
Output-only identification and model updating by dynamic testing in unfavorable conditions of a seismically damaged building 62
Protezione sismica di strutture a telaio tramite controventi dissipativi semiattivi 62
Optimal Design of Visco-Elastic Devices Coupling Two Simple Oscillator Under Seismic Excitation 61
Time evolution of modal parameters identified using WSN data collected by seismic structural monitoring of a monumental church 61
Elasto-static model for point mass sagged cable-suspended robots 59
Structural performance of the historic and modern buildings of the University of L’Aquila during the seismic events of April 2009 58
Effective seismic strengthening and monitoring of a masonry vault by using Glass Fiber Reinforced Cementitious Matrix with embedded Fiber Bragg Grating sensors 58
Distributed structural Monitoring for a Smart City in a seismic area 57
Dissipative coupling for the seismic enhancement of adjacent structures 57
Identification of parametric non-physical linear systems to reproduce seismic induced response 56
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data 56
Output-only structural identification of the Engineering Faculty Edifice A at L’Aquila 55
Design criteria for structural monitoring system: a preliminary approach 53
Monitoring and Maintenance of Customized Structures for Underground Environments: The Case of Gran Sasso National Laboratory 52
On protecting and managing slender buildings from risk events via a Multitask Monitoring Network 51
Serviceability and damage scenario in RC irregular structures: post-earthquake observations and modelling predictions 51
Seismic retrofitting of recently-built Engineering Faculty edifices at L’Aquila 50
Il ruolo della conoscenza e dell’analisi dei materiali e delle strutture nei progetti di intervento sui palazzi storici dell’Universita’ dell’Aquila 50
Simple modeling approach for the structural retrofitting of FRP-strengthened masonry systems 49
Il comportamento sismico della facoltà di ingegneria dell’aquila durante la sequenza sismica dell’aprile 2009 49
New insights in the modal identification of a monumental structure from long-term seismic structural monitoring 49
Optimization of viscous coupling between adjacent structures excited by ground motion 48
Damping performance of two simple oscillators coupled by a visco-elastic connection 48
Data-driven optimal predictive control of seismic induced vibrations in frame structures 47
Seismic Behaviour of Ancient Monuments: From Collapse Observation to Permanent Monitoring 46
Seismic analysis of complex masonry buildings 44
Experimental validation of longitudinal active control strategy for cable oscillations 44
Semi-active control of the three-dimensional seismic response of a frame structure through non-collocated acceleration feedback 44
Riproduzione della risposta sismica attraverso l’identificazione di sistemi lineari a parametri non-fisici 42
Seismic retrofitting and structural health monitoring of a masonry vault by using GFRP grids with embedded FBG sensors 40
Design and evaluation of 5G-based architecture supporting data-driven digital twins updating and matching in seismic monitoring 39
Modal interactions in the nonlinear dynamics of a beam–cable–beam 33
Measured properties of structural damping in railway bridges 21
Developing and Testing High-Performance SHM Sensors Mounting Low-Noise MEMS Accelerometers 11
Structural Health Monitoring Systems Operating in a 5G-Based Network 4
Totale 3.355
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Categoria #
all - tutte 11.723
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 11.723
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020409 101 3 52 5 0 56 69 5 54 9 3 52
2020/2021449 5 53 3 56 53 11 61 5 60 16 105 21
2021/2022269 16 17 44 17 5 0 5 20 32 8 23 82
2022/20231.012 74 60 11 118 78 91 0 56 473 7 30 14
2023/2024251 40 17 17 26 13 62 9 22 0 14 5 26
2024/20259 9 0 0 0 0 0 0 0 0 0 0 0
Totale 3.355