POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
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Continente #
NA - Nord America 3.044
EU - Europa 2.558
AS - Asia 1.447
SA - Sud America 22
Continente sconosciuto - Info sul continente non disponibili 15
OC - Oceania 14
AF - Africa 5
Totale 7.105
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Nazione #
US - Stati Uniti d'America 2.985
CN - Cina 753
IE - Irlanda 532
UA - Ucraina 447
IT - Italia 423
SE - Svezia 220
DE - Germania 214
TR - Turchia 210
HK - Hong Kong 204
BG - Bulgaria 201
SG - Singapore 180
PL - Polonia 155
FI - Finlandia 111
FR - Francia 73
GB - Regno Unito 70
CA - Canada 53
MY - Malesia 30
NL - Olanda 26
BE - Belgio 21
IR - Iran 21
NO - Norvegia 18
BR - Brasile 16
EU - Europa 15
AU - Australia 11
ES - Italia 9
AT - Austria 8
VN - Vietnam 8
RO - Romania 7
JP - Giappone 6
AE - Emirati Arabi Uniti 5
IN - India 5
KZ - Kazakistan 4
UZ - Uzbekistan 4
CL - Cile 3
EC - Ecuador 3
IL - Israele 3
NZ - Nuova Zelanda 3
PH - Filippine 3
RU - Federazione Russa 3
ZA - Sudafrica 3
AL - Albania 2
BD - Bangladesh 2
CR - Costa Rica 2
CZ - Repubblica Ceca 2
HR - Croazia 2
MA - Marocco 2
MX - Messico 2
PT - Portogallo 2
SK - Slovacchia (Repubblica Slovacca) 2
AM - Armenia 1
AZ - Azerbaigian 1
BT - Bhutan 1
CH - Svizzera 1
DK - Danimarca 1
EE - Estonia 1
GR - Grecia 1
HU - Ungheria 1
ID - Indonesia 1
IQ - Iraq 1
IS - Islanda 1
JM - Giamaica 1
KR - Corea 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
LT - Lituania 1
LU - Lussemburgo 1
LV - Lettonia 1
PA - Panama 1
PK - Pakistan 1
RS - Serbia 1
Totale 7.105
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Città #
Jacksonville 580
Dublin 529
Chandler 476
Ann Arbor 237
Nanjing 215
Hong Kong 204
Sofia 201
Izmir 193
Malden 163
Warsaw 151
Boardman 150
Bari 136
Ashburn 124
Santa Clara 111
Singapore 98
Nanchang 97
Bremen 95
Lawrence 95
Wilmington 85
New York 81
San Mateo 73
Ogden 68
Shenyang 49
Helsinki 46
Hebei 44
Milan 37
Woodbridge 36
Kunming 33
Brooklyn 28
Ottawa 28
Jiaxing 27
Shanghai 26
Tianjin 25
Beijing 22
Guangzhou 20
Los Angeles 20
San Francisco 19
Toronto 19
Brussels 18
Changsha 17
Dearborn 16
Redwood City 16
Washington 16
Houston 15
Jinan 15
Ningbo 15
Lanzhou 13
Wuhan 13
Brielle 12
Ardabil 11
Rome 11
Amsterdam 10
Mountain View 9
Apricena 8
Changchun 8
Hangzhou 8
Zhengzhou 8
Bologna 7
Florence 7
Monza 7
Verona 7
Vienna 7
Hanoi 6
London 6
Monmouth Junction 6
Norwalk 6
Trabzon 6
Auburn Hills 5
Caorle 5
Fairfield 5
Jinhua 5
Seattle 5
Shaoxing 5
Sydney 5
São Paulo 5
Acquaviva Picena 4
Napoli 4
Orange 4
San Severo 4
Taizhou 4
Tashkent 4
Almaty 3
Deliceto 3
Ferrandina 3
Frankfurt am Main 3
Iglesias 3
Istanbul 3
L'aquila 3
Lappeenranta 3
Leawood 3
Liège 3
Manila 3
Manisa 3
Matera 3
Melbourne 3
Newark 3
Prad am Stilfser Joch 3
Redmond 3
Tappahannock 3
Taranto 3
Totale 5.066
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Nome #
Resonances detected on a historical tower under bells’ forced vibrations 166
Sistemi di sicurezza meccatronici innovativi (cablati e wireless) per applicazioni ferroviarie, aerospaziali e robotiche (MASSIME) 150
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy 137
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 1: Progetto e ottimizzazione 132
Architetture per ‹‹Progetto Sud›› alla 10.Mostra Internazionale di Architettura di Venezia 2006 130
Some issues in the Structural Health Monitoring of a railway viaduct by ground based radar interferometry 128
A "deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations 123
Dynamic behavior of a Historic Tower in Bari 116
Dynamic identification of the tower of the provincial administration building, Bari, Italy 109
Smoothed "slack cable" models for large amplitude oscillations of suspension bridges 107
S.M.ART. BUIL.T.: a project for the risk prevention of historical heritage 104
Damage identification in truss structures 101
Response of middle-rise steel frames with and without passive dampers to near-field ground motions 101
Il progetto di ricerca PON "STEM_STELO" 100
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 2: Prove di caratterizzazione 100
The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame 97
Performance of seismic shear panels under near-field motions 97
Dynamic testing of a historical slender building using accelerometers and radar 96
Shear Panels for the Seismic Protection of Buildings 95
Design Optimization of Aluminium-Steel Devices for Passive Protection of Structures 94
Analysis of a mock-up of a new sustainable easy-assembling modular arch 94
Mechanical behaviour of steel frames subjected to near field ground motions 92
Aluminium-Steel Energy Dissipators for Passive Protection of Structures 92
Optimal design of a new seismic passive protection device made in aluminium and steel 91
A nonlinear numerical model of a historical slender structure 91
Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors 90
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 89
Identification of local damage in beams and frames 88
Operational Modal Analysis of a Historic Tower in Bari 87
Ambient vibration testing and operational modal analysis of a historic tower 86
Ambient vibration testing, dynamic identification and model updating of a historic tower 86
Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests 86
Risposta di edifici a sismi di tipo impulsivo in zone prossime alle faglie 85
Identification of the modal properties of a building of the Greek heritage 84
Mechanical behaviour of buildings under seismic input in near-field areas 83
Unilateral behavior of the suspending hangers in the wind induced response of large span bridges 83
Una tecnica di regolarizzazione per la dinamica non lineare di strutture sospese: validazione agli elementi finiti 82
Experimental methodology for measuring the structural dynamic transmission damping of a cultural heritage tower 82
Modelli continui non lineari per ponti sospesi soggetti ad azioni eoliche 82
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 81
Dynamic behavior of new aluminum–steel energy dissipating devices 80
Ambient vibration testing and analysis of the bells oscillations of an historic masonry structure 80
A preliminary approach of dynamic identification of slender buildings by neuronal networks 79
Mechanical behavior of buildings subjected to impulsive motions 79
Identification of the modal properties of an instrumented building 79
Structural identification and numerical models for slender historical structures 79
Vulnerability analysis of a slender building made of coupled concrete and masonry materials 76
Comportamento dinamico di nuovi dissipatori in alluminio e acciaio 73
The effects of the mechanical behavior of hangers on the nonlinear dynamical response of suspended structures 72
Preliminary analysis and characterization of a base isolator made with steel cylinders rolling on rubber layers 72
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building 70
On the response of r.c. buildings to near-field ground motions 70
Trani Cathedral bell tower: dynamic identification and finite element model 70
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower 69
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy) 69
Analisi di vibrazioni ambientali, identificazione dinamica e validazione del modello di una torre storica 67
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data 67
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 66
A procedure for the seismic risk assessment of the cultural heritage 66
Identification of the modal properties of an historic masonry clock tower 65
Measuring the modal parameters of a cultural heritage tower by using strong-motion signals 63
Optimal model through identified frequencies of a masonry building structure with wooden floors 62
Optimal model of a masonry building structure with wooden floors 60
Dynamic analysis of a historical fortified tower 60
A simplified beam model for the study of an historical bell tower: experimental tests and FE analysis 60
On the nonlinear behavior of r.c. buildings in near-field areas 59
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions 59
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 59
Seismic risk assessment of a medieval tower: The case study of Craco 59
Identification of the modal properties of a squat historic tower for the tuning of a FE model 58
Modal identification of damaged frames 56
Numerical modal analysis and identification of a historical bell tower of the XVIII century 56
Accurate model updating of a historic tower by means of dynamical experimental data 56
Dynamic identification and finite model updating of Trani Cathedral's bell tower 54
Experimental Testing and Numerical Analysis of a Barrel Vault 54
Nonlinear oscillations of suspended bridges and footbridges: a regularization technique for non-smooth hangers behavior 52
Modal parameters identification on environmental tests of an ancient tower and validation of its FE model 52
Modal identification of localised damage in beams and trusses: experimental and numerical results 52
Correlation curves to characterize concrete strength by means of UPV tests 51
Design of the Set-Up for Ambient Vibration and Dynamic forced Tests on a Cable-Stayed Bridge 51
Non-destructive characterization and identification of the modal parameters of an old masonry tower 50
On the dynamic response of suspended footbridges 50
Satellite Data for Structural Monitoring of Historical Building: The Temple of Minerva Medica in Rome 50
On the dynamic response of suspended footbridges 47
The seismic response of a multi-drum stone colonnade 46
The clock tower of Trani Castle: non-destructive monitoring and data analysis 46
Dynamic Identification on an Irregular Structure 45
Monitoring and structural identification of a “star-shaped” reinforced concrete bell tower 44
Prediction of resonantly forced vibrations for suspended footbridges 44
Selection Criteria of Experimental Setup for Historical Structures 34
Design and performance of a hysteretic dissipator 32
NON-DESTRUCTIVE TESTS FOR THE ASSESSMENT OF R.C. BUILDINGS 31
Experimental Investigations and Numerical Simulations for the Seismic Assessment of a Masonry Building 29
On the vulnerability of an irregular reinforced concrete bell tower 24
ON THE ASSESSMENT OF MASONRY STRUCTURES 22
MECHANICAL PROPERTIES OF HISTORICAL MASONRY WALLS THROUGH FLAT JACK TESTS 20
Parameterization and Mechanical Behavior of Multi-block Columns 18
Health monitoring through a tuned FE model of a medieval tower placed in a landslide area 18
On the Variability of Conversion Models for Concrete Strength Assessment Based on Pulse Velocity Measurements 15
Structural identification and numerical models for slender historical structures 13
Totale 7.276
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Categoria #
all - tutte 34.608
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 34.608
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020416 0 0 0 0 0 110 57 96 15 14 94 30
2020/2021852 97 12 92 57 25 112 25 104 69 151 17 91
2021/20221.091 50 11 12 151 84 7 27 57 88 224 99 281
2022/20231.520 148 80 40 147 180 127 1 88 588 52 57 12
2023/2024936 31 21 28 49 254 193 22 29 88 12 25 184
2024/2025586 56 42 244 45 152 47 0 0 0 0 0 0
Totale 7.323