POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
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Continente #
EU - Europa 5.392
NA - Nord America 5.143
AS - Asia 3.988
SA - Sud America 770
AF - Africa 61
Continente sconosciuto - Info sul continente non disponibili 15
OC - Oceania 15
AN - Antartide 1
Totale 15.385
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Nazione #
US - Stati Uniti d'America 4.989
RU - Federazione Russa 2.186
CN - Cina 1.347
SG - Singapore 1.131
IT - Italia 719
BR - Brasile 637
IE - Irlanda 534
UA - Ucraina 460
HK - Hong Kong 385
VN - Vietnam 281
DE - Germania 262
TR - Turchia 228
SE - Svezia 226
KR - Corea 209
BG - Bulgaria 201
FR - Francia 200
PL - Polonia 170
GB - Regno Unito 134
JP - Giappone 130
FI - Finlandia 126
CA - Canada 90
IN - India 61
NL - Olanda 51
AR - Argentina 46
MX - Messico 39
MY - Malesia 34
EC - Ecuador 32
BD - Bangladesh 30
ZA - Sudafrica 26
ES - Italia 23
BE - Belgio 22
IQ - Iraq 21
IR - Iran 21
ID - Indonesia 19
NO - Norvegia 18
EU - Europa 15
UZ - Uzbekistan 15
PY - Paraguay 13
VE - Venezuela 13
AU - Australia 12
AT - Austria 11
PH - Filippine 11
AE - Emirati Arabi Uniti 9
CL - Cile 9
PK - Pakistan 8
RO - Romania 8
CO - Colombia 7
IL - Israele 7
MA - Marocco 7
EG - Egitto 6
LT - Lituania 6
PA - Panama 6
PE - Perù 6
SA - Arabia Saudita 6
TN - Tunisia 6
AL - Albania 5
DZ - Algeria 5
KE - Kenya 5
KG - Kirghizistan 5
KZ - Kazakistan 5
NP - Nepal 5
UY - Uruguay 5
AZ - Azerbaigian 4
DO - Repubblica Dominicana 4
HN - Honduras 4
HR - Croazia 4
OM - Oman 4
CH - Svizzera 3
CR - Costa Rica 3
CZ - Repubblica Ceca 3
HU - Ungheria 3
JM - Giamaica 3
LB - Libano 3
NZ - Nuova Zelanda 3
BO - Bolivia 2
DK - Danimarca 2
GR - Grecia 2
LA - Repubblica Popolare Democratica del Laos 2
LU - Lussemburgo 2
NI - Nicaragua 2
PT - Portogallo 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
AM - Armenia 1
AQ - Antartide 1
BA - Bosnia-Erzegovina 1
BF - Burkina Faso 1
BT - Bhutan 1
BW - Botswana 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
EE - Estonia 1
GT - Guatemala 1
IS - Islanda 1
JO - Giordania 1
KH - Cambogia 1
LK - Sri Lanka 1
LV - Lettonia 1
LY - Libia 1
NE - Niger 1
Totale 15.380
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Città #
Dallas 704
Jacksonville 581
Singapore 555
Dublin 530
Chandler 476
Moscow 412
Hong Kong 383
Ashburn 322
Ann Arbor 237
The Dalles 218
Hefei 217
San Jose 216
Nanjing 215
Seoul 207
Sofia 201
Izmir 194
Rome 187
Malden 163
Warsaw 163
Boardman 150
Bari 143
Santa Clara 135
Tokyo 127
New York 113
Ho Chi Minh City 107
Kent 102
Nanchang 97
Bremen 95
Lawrence 95
Lauterbourg 88
Wilmington 86
Beijing 74
San Mateo 73
Ogden 68
Hanoi 60
Helsinki 56
Los Angeles 55
São Paulo 52
Shenyang 49
Orem 48
Milan 47
Hebei 44
Brooklyn 40
Council Bluffs 39
Woodbridge 36
Kunming 33
Ottawa 29
Houston 28
Jiaxing 27
Shanghai 27
Toronto 27
Chennai 25
Columbus 25
Tianjin 25
San Francisco 24
Guangzhou 20
Montreal 20
Brussels 19
Manchester 19
Amsterdam 18
Rio de Janeiro 18
Changsha 17
Denver 17
Dearborn 16
Redwood City 16
Washington 16
Hillsboro 15
Jinan 15
Ningbo 15
Frankfurt am Main 14
Munich 14
Tashkent 14
Wuhan 14
Dhaka 13
Lanzhou 13
Phoenix 13
Porto Alegre 13
Brasília 12
Brielle 12
Curitiba 12
London 12
Mumbai 12
Ardabil 11
Poplar 11
Belo Horizonte 10
Hangzhou 10
Quito 10
Salvador 10
Atlanta 9
Basingstoke 9
Changchun 9
Da Nang 9
Guayaquil 9
Johannesburg 9
Mexico City 9
Mountain View 9
Seattle 9
Vienna 9
Zhengzhou 9
Apricena 8
Totale 9.108
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Nome #
Architetture per ‹‹Progetto Sud›› alla 10.Mostra Internazionale di Architettura di Venezia 2006 272
Resonances detected on a historical tower under bells’ forced vibrations 259
A "deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations 257
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 1: Progetto e ottimizzazione 242
Ambient vibration testing and operational modal analysis of a historic tower 227
A preliminary approach of dynamic identification of slender buildings by neuronal networks 225
A nonlinear numerical model of a historical slender structure 221
Ambient vibration testing, dynamic identification and model updating of a historic tower 219
Ambient vibration testing and analysis of the bells oscillations of an historic masonry structure 218
Aluminium-Steel Energy Dissipators for Passive Protection of Structures 215
Sistemi di sicurezza meccatronici innovativi (cablati e wireless) per applicazioni ferroviarie, aerospaziali e robotiche (MASSIME) 211
A procedure for the seismic risk assessment of the cultural heritage 211
Analysis of a mock-up of a new sustainable easy-assembling modular arch 210
Damage identification in truss structures 201
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy 199
Some issues in the Structural Health Monitoring of a railway viaduct by ground based radar interferometry 198
Il progetto di ricerca PON "STEM_STELO" 193
Parameterization and Mechanical Behavior of Multi-block Columns 183
Design of the Set-Up for Ambient Vibration and Dynamic forced Tests on a Cable-Stayed Bridge 181
Dynamic behavior of a Historic Tower in Bari 180
A simplified beam model for the study of an historical bell tower: experimental tests and FE analysis 179
Accurate model updating of a historic tower by means of dynamical experimental data 176
Experimental methodology for measuring the structural dynamic transmission damping of a cultural heritage tower 172
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building 171
S.M.ART. BUIL.T.: a project for the risk prevention of historical heritage 170
Comportamento dinamico di nuovi dissipatori in alluminio e acciaio 170
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 2: Prove di caratterizzazione 167
Seismic risk assessment of a medieval tower: The case study of Craco 167
Analisi di vibrazioni ambientali, identificazione dinamica e validazione del modello di una torre storica 166
Dynamic identification of the tower of the provincial administration building, Bari, Italy 165
Correlation curves to characterize concrete strength by means of UPV tests 164
Smoothed "slack cable" models for large amplitude oscillations of suspension bridges 162
Dynamic testing of a historical slender building using accelerometers and radar 160
The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame 158
Response of middle-rise steel frames with and without passive dampers to near-field ground motions 157
Operational Modal Analysis of a Historic Tower in Bari 155
Trani Cathedral bell tower: dynamic identification and finite element model 154
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 154
Design Optimization of Aluminium-Steel Devices for Passive Protection of Structures 153
Structural identification and numerical models for slender historical structures 152
Shear Panels for the Seismic Protection of Buildings 150
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 149
Performance of seismic shear panels under near-field motions 148
Mechanical behaviour of steel frames subjected to near field ground motions 147
Risposta di edifici a sismi di tipo impulsivo in zone prossime alle faglie 147
Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests 147
Identification of the modal properties of a building of the Greek heritage 146
Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors 145
Dynamic behavior of new aluminum–steel energy dissipating devices 142
Optimal design of a new seismic passive protection device made in aluminium and steel 141
Mechanical behaviour of buildings under seismic input in near-field areas 141
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 140
Design and performance of a hysteretic dissipator 138
Identification of local damage in beams and frames 137
Mechanical behavior of buildings subjected to impulsive motions 137
Identification of the modal properties of an instrumented building 137
Dynamic Identification on an Irregular Structure 136
Identification of the modal properties of a squat historic tower for the tuning of a FE model 132
Vulnerability analysis of a slender building made of coupled concrete and masonry materials 131
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy) 131
Experimental Investigations and Numerical Simulations for the Seismic Assessment of a Masonry Building 131
Unilateral behavior of the suspending hangers in the wind induced response of large span bridges 130
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data 128
Modelli continui non lineari per ponti sospesi soggetti ad azioni eoliche 128
Satellite Data for Structural Monitoring of Historical Building: The Temple of Minerva Medica in Rome 128
Concrete Structures: Latest Advances and Prospects for a Sustainable Future 126
Dynamic Identification of the Collapse Mechanisms of a Masonry Arch 125
Una tecnica di regolarizzazione per la dinamica non lineare di strutture sospese: validazione agli elementi finiti 125
Identification of the modal properties of an historic masonry clock tower 124
Measuring the modal parameters of a cultural heritage tower by using strong-motion signals 124
On the response of r.c. buildings to near-field ground motions 122
The effects of the mechanical behavior of hangers on the nonlinear dynamical response of suspended structures 122
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower 122
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions 122
Optimal model through identified frequencies of a masonry building structure with wooden floors 122
Preliminary analysis and characterization of a base isolator made with steel cylinders rolling on rubber layers 121
Dynamic analysis of a historical fortified tower 120
Modal identification of localised damage in beams and trusses: experimental and numerical results 120
Nonlinear oscillations of suspended bridges and footbridges: a regularization technique for non-smooth hangers behavior 119
Numerical modal analysis and identification of a historical bell tower of the XVIII century 118
Structural identification and numerical models for slender historical structures 116
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 115
Monitoring and structural identification of a “star-shaped” reinforced concrete bell tower 115
Modal identification of damaged frames 114
Experimental Testing and Numerical Analysis of a Barrel Vault 114
Selection Criteria of Experimental Setup for Historical Structures 113
Non-destructive characterization and identification of the modal parameters of an old masonry tower 112
Dynamic identification and finite model updating of Trani Cathedral's bell tower 112
Classification Algorithms for Damage Identification in Framed Structures by Means of Natural Frequencies 111
On the nonlinear behavior of r.c. buildings in near-field areas 111
Modal parameters identification on environmental tests of an ancient tower and validation of its FE model 111
On the dynamic response of suspended footbridges 110
The seismic response of a multi-drum stone colonnade 105
Prediction of resonantly forced vibrations for suspended footbridges 105
Optimal model of a masonry building structure with wooden floors 104
MECHANICAL PROPERTIES OF HISTORICAL MASONRY WALLS THROUGH FLAT JACK TESTS 103
On the dynamic response of suspended footbridges 103
The clock tower of Trani Castle: non-destructive monitoring and data analysis 102
ON THE ASSESSMENT OF MASONRY STRUCTURES 94
NON-DESTRUCTIVE TESTS FOR THE ASSESSMENT OF R.C. BUILDINGS 93
Totale 15.056
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Categoria #
all - tutte 58.346
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 58.346
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021259 0 0 0 0 0 0 0 0 0 151 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
2024/20252.319 56 42 244 45 152 48 133 138 360 324 541 236
2025/20266.551 168 812 545 980 446 605 1.565 930 283 217 0 0
Totale 15.607