POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
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Continente #
NA - Nord America 2.737
EU - Europa 2.498
AS - Asia 1.275
Continente sconosciuto - Info sul continente non disponibili 15
OC - Oceania 11
SA - Sud America 9
AF - Africa 4
Totale 6.549
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Nazione #
US - Stati Uniti d'America 2.681
CN - Cina 714
IE - Irlanda 530
UA - Ucraina 447
IT - Italia 400
SE - Svezia 220
DE - Germania 211
TR - Turchia 210
HK - Hong Kong 203
BG - Bulgaria 200
PL - Polonia 154
FI - Finlandia 110
FR - Francia 72
SG - Singapore 70
GB - Regno Unito 65
CA - Canada 52
MY - Malesia 30
BE - Belgio 20
NL - Olanda 20
IR - Iran 19
NO - Norvegia 17
EU - Europa 15
AU - Australia 9
AT - Austria 8
ES - Italia 7
VN - Vietnam 7
RO - Romania 6
BR - Brasile 5
IN - India 5
JP - Giappone 5
ZA - Sudafrica 3
AE - Emirati Arabi Uniti 2
CL - Cile 2
CR - Costa Rica 2
EC - Ecuador 2
IL - Israele 2
KZ - Kazakistan 2
MX - Messico 2
NZ - Nuova Zelanda 2
RU - Federazione Russa 2
AL - Albania 1
BD - Bangladesh 1
BT - Bhutan 1
CH - Svizzera 1
GR - Grecia 1
HR - Croazia 1
HU - Ungheria 1
ID - Indonesia 1
IQ - Iraq 1
KR - Corea 1
LK - Sri Lanka 1
LU - Lussemburgo 1
MA - Marocco 1
PT - Portogallo 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 6.549
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Città #
Jacksonville 580
Dublin 527
Chandler 476
Ann Arbor 237
Nanjing 215
Hong Kong 203
Sofia 200
Izmir 193
Malden 163
Warsaw 150
Bari 132
Ashburn 97
Nanchang 97
Bremen 95
Lawrence 95
Wilmington 85
New York 80
San Mateo 73
Ogden 68
Shenyang 49
Boardman 47
Helsinki 45
Hebei 44
Milan 37
Woodbridge 36
Singapore 34
Kunming 33
Brooklyn 28
Ottawa 28
Jiaxing 27
Tianjin 25
Shanghai 23
Beijing 21
Guangzhou 19
San Francisco 19
Toronto 18
Brussels 17
Changsha 17
Dearborn 16
Redwood City 16
Washington 16
Houston 15
Ningbo 15
Jinan 13
Lanzhou 13
Brielle 12
Wuhan 12
Ardabil 11
Rome 11
Mountain View 9
Apricena 8
Changchun 8
Hangzhou 8
Amsterdam 7
Bologna 7
Florence 7
Monza 7
Verona 7
Vienna 7
Zhengzhou 7
Hanoi 6
Los Angeles 6
Monmouth Junction 6
Norwalk 6
Trabzon 6
Auburn Hills 5
Caorle 5
Fairfield 5
Jinhua 5
Seattle 5
Acquaviva Picena 4
Napoli 4
Orange 4
San Severo 4
Shaoxing 4
Sydney 4
Taizhou 4
Deliceto 3
Ferrandina 3
Iglesias 3
Istanbul 3
L'aquila 3
Lappeenranta 3
Leawood 3
Liège 3
Manisa 3
Matera 3
Melbourne 3
Prad am Stilfser Joch 3
Redmond 3
São Paulo 3
Tappahannock 3
Taranto 3
Venezia 3
Wuxi 3
Yiwu 3
Zanjan 3
Augusta 2
Berlin 2
Bitonto 2
Totale 4.714
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Nome #
Resonances detected on a historical tower under bells’ forced vibrations 160
Sistemi di sicurezza meccatronici innovativi (cablati e wireless) per applicazioni ferroviarie, aerospaziali e robotiche (MASSIME) 146
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy 134
Some issues in the Structural Health Monitoring of a railway viaduct by ground based radar interferometry 125
Architetture per ‹‹Progetto Sud›› alla 10.Mostra Internazionale di Architettura di Venezia 2006 124
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 1: Progetto e ottimizzazione 119
S.M.ART. BUIL.T.: a project for the risk prevention of historical heritage 101
Dynamic behavior of a Historic Tower in Bari 100
Dynamic identification of the tower of the provincial administration building, Bari, Italy 100
Damage identification in truss structures 98
A "deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations 98
Il progetto di ricerca PON "STEM_STELO" 96
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 2: Prove di caratterizzazione 95
Response of middle-rise steel frames with and without passive dampers to near-field ground motions 95
Performance of seismic shear panels under near-field motions 95
Dynamic testing of a historical slender building using accelerometers and radar 92
Shear Panels for the Seismic Protection of Buildings 91
Design Optimization of Aluminium-Steel Devices for Passive Protection of Structures 90
The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame 89
Mechanical behaviour of steel frames subjected to near field ground motions 89
Analysis of a mock-up of a new sustainable easy-assembling modular arch 88
Aluminium-Steel Energy Dissipators for Passive Protection of Structures 87
Optimal design of a new seismic passive protection device made in aluminium and steel 86
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 85
A nonlinear numerical model of a historical slender structure 85
Identification of local damage in beams and frames 84
Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests 83
Ambient vibration testing, dynamic identification and model updating of a historic tower 82
Risposta di edifici a sismi di tipo impulsivo in zone prossime alle faglie 82
Operational Modal Analysis of a Historic Tower in Bari 81
Ambient vibration testing and operational modal analysis of a historic tower 81
Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors 80
Identification of the modal properties of a building of the Greek heritage 79
Mechanical behaviour of buildings under seismic input in near-field areas 79
Unilateral behavior of the suspending hangers in the wind induced response of large span bridges 79
Experimental methodology for measuring the structural dynamic transmission damping of a cultural heritage tower 79
Modelli continui non lineari per ponti sospesi soggetti ad azioni eoliche 78
Una tecnica di regolarizzazione per la dinamica non lineare di strutture sospese: validazione agli elementi finiti 77
Smoothed "slack cable" models for large amplitude oscillations of suspension bridges 77
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 77
Structural identification and numerical models for slender historical structures 77
Dynamic behavior of new aluminum–steel energy dissipating devices 76
Mechanical behavior of buildings subjected to impulsive motions 76
A preliminary approach of dynamic identification of slender buildings by neuronal networks 75
Identification of the modal properties of an instrumented building 73
Ambient vibration testing and analysis of the bells oscillations of an historic masonry structure 72
Vulnerability analysis of a slender building made of coupled concrete and masonry materials 71
Comportamento dinamico di nuovi dissipatori in alluminio e acciaio 70
The effects of the mechanical behavior of hangers on the nonlinear dynamical response of suspended structures 67
On the response of r.c. buildings to near-field ground motions 65
Trani Cathedral bell tower: dynamic identification and finite element model 65
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower 64
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy) 64
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data 64
Analisi di vibrazioni ambientali, identificazione dinamica e validazione del modello di una torre storica 63
Identification of the modal properties of an historic masonry clock tower 62
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 62
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building 60
A procedure for the seismic risk assessment of the cultural heritage 60
Preliminary analysis and characterization of a base isolator made with steel cylinders rolling on rubber layers 59
Optimal model through identified frequencies of a masonry building structure with wooden floors 59
Measuring the modal parameters of a cultural heritage tower by using strong-motion signals 59
Optimal model of a masonry building structure with wooden floors 56
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 56
On the nonlinear behavior of r.c. buildings in near-field areas 55
Dynamic analysis of a historical fortified tower 55
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions 54
Identification of the modal properties of a squat historic tower for the tuning of a FE model 54
A simplified beam model for the study of an historical bell tower: experimental tests and FE analysis 54
Seismic risk assessment of a medieval tower: The case study of Craco 54
Modal identification of damaged frames 52
Numerical modal analysis and identification of a historical bell tower of the XVIII century 52
Dynamic identification and finite model updating of Trani Cathedral's bell tower 51
Experimental Testing and Numerical Analysis of a Barrel Vault 51
Accurate model updating of a historic tower by means of dynamical experimental data 51
Modal parameters identification on environmental tests of an ancient tower and validation of its FE model 49
Modal identification of localised damage in beams and trusses: experimental and numerical results 49
Nonlinear oscillations of suspended bridges and footbridges: a regularization technique for non-smooth hangers behavior 47
Non-destructive characterization and identification of the modal parameters of an old masonry tower 46
Correlation curves to characterize concrete strength by means of UPV tests 46
On the dynamic response of suspended footbridges 45
Satellite Data for Structural Monitoring of Historical Building: The Temple of Minerva Medica in Rome 44
Design of the Set-Up for Ambient Vibration and Dynamic forced Tests on a Cable-Stayed Bridge 44
The seismic response of a multi-drum stone colonnade 42
On the dynamic response of suspended footbridges 42
The clock tower of Trani Castle: non-destructive monitoring and data analysis 42
Monitoring and structural identification of a “star-shaped” reinforced concrete bell tower 41
Prediction of resonantly forced vibrations for suspended footbridges 40
Dynamic Identification on an Irregular Structure 39
Selection Criteria of Experimental Setup for Historical Structures 31
NON-DESTRUCTIVE TESTS FOR THE ASSESSMENT OF R.C. BUILDINGS 27
Experimental Investigations and Numerical Simulations for the Seismic Assessment of a Masonry Building 25
On the vulnerability of an irregular reinforced concrete bell tower 21
ON THE ASSESSMENT OF MASONRY STRUCTURES 18
Design and performance of a hysteretic dissipator 17
Parameterization and Mechanical Behavior of Multi-block Columns 16
MECHANICAL PROPERTIES OF HISTORICAL MASONRY WALLS THROUGH FLAT JACK TESTS 14
Health monitoring through a tuned FE model of a medieval tower placed in a landslide area 14
On the Variability of Conversion Models for Concrete Strength Assessment Based on Pulse Velocity Measurements 10
Structural identification and numerical models for slender historical structures 9
Totale 6.742
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Categoria #
all - tutte 28.876
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 28.876
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.028 374 99 12 118 9 110 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
2024/202518 18 0 0 0 0 0 0 0 0 0 0 0
Totale 6.755