POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
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Continente #
NA - Nord America 6.602
EU - Europa 5.637
AS - Asia 4.144
SA - Sud America 803
Continente sconosciuto - Info sul continente non disponibili 241
AF - Africa 77
OC - Oceania 15
AN - Antartide 1
Totale 17.520
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Nazione #
US - Stati Uniti d'America 6.300
RU - Federazione Russa 2.250
CN - Cina 1.384
SG - Singapore 1.173
IT - Italia 795
BR - Brasile 657
IE - Irlanda 536
UA - Ucraina 463
HK - Hong Kong 386
VN - Vietnam 283
SE - Svezia 276
DE - Germania 265
TR - Turchia 229
KR - Corea 211
BG - Bulgaria 201
FR - Francia 201
CA - Canada 183
PL - Polonia 173
GB - Regno Unito 151
JP - Giappone 130
FI - Finlandia 129
IN - India 62
NL - Olanda 54
AR - Argentina 48
IL - Israele 43
BD - Bangladesh 41
MX - Messico 41
MY - Malesia 39
EC - Ecuador 35
ES - Italia 35
ZA - Sudafrica 26
BE - Belgio 22
ID - Indonesia 22
IQ - Iraq 21
IR - Iran 21
NO - Norvegia 18
VE - Venezuela 17
SC - Seychelles 16
EU - Europa 15
UZ - Uzbekistan 15
PH - Filippine 13
PY - Paraguay 13
AU - Australia 12
CR - Costa Rica 12
AT - Austria 11
HN - Honduras 11
AE - Emirati Arabi Uniti 10
CO - Colombia 10
CL - Cile 9
PK - Pakistan 9
NI - Nicaragua 8
NP - Nepal 8
RO - Romania 8
GT - Guatemala 7
JM - Giamaica 7
MA - Marocco 7
PE - Perù 7
SA - Arabia Saudita 7
TT - Trinidad e Tobago 7
EG - Egitto 6
LT - Lituania 6
PA - Panama 6
TN - Tunisia 6
AL - Albania 5
BA - Bosnia-Erzegovina 5
DO - Repubblica Dominicana 5
DZ - Algeria 5
GP - Guadalupe 5
KE - Kenya 5
KG - Kirghizistan 5
KZ - Kazakistan 5
PR - Porto Rico 5
UY - Uruguay 5
AZ - Azerbaigian 4
CZ - Repubblica Ceca 4
HR - Croazia 4
OM - Oman 4
SV - El Salvador 4
AM - Armenia 3
CH - Svizzera 3
GR - Grecia 3
HU - Ungheria 3
LB - Libano 3
MM - Myanmar 3
NZ - Nuova Zelanda 3
BO - Bolivia 2
CW - ???statistics.table.value.countryCode.CW??? 2
DK - Danimarca 2
EE - Estonia 2
LA - Repubblica Popolare Democratica del Laos 2
LU - Lussemburgo 2
PT - Portogallo 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
AQ - Antartide 1
BF - Burkina Faso 1
BT - Bhutan 1
BW - Botswana 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
Totale 17.282
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Città #
Dallas 714
Ashburn 678
Jacksonville 582
Singapore 561
Dublin 530
Chandler 476
Moscow 412
Hong Kong 384
San Jose 348
Ann Arbor 237
Council Bluffs 237
The Dalles 219
Hefei 217
Nanjing 215
Seoul 208
Sofia 201
Izmir 194
Rome 193
Malden 163
Warsaw 163
Santa Clara 159
Boardman 150
Bari 147
Tokyo 127
New York 124
Ho Chi Minh City 108
Kent 102
Nanchang 97
Bremen 95
Lawrence 95
Lauterbourg 88
Wilmington 86
Beijing 77
San Mateo 73
Ogden 68
São Paulo 67
Los Angeles 64
Hanoi 60
Helsinki 56
Phoenix 56
Milan 53
Orem 50
Brooklyn 49
Shenyang 49
Hebei 44
Toronto 39
Woodbridge 37
Kunming 33
Houston 30
Ottawa 30
Montreal 28
Shanghai 28
Columbus 27
Jiaxing 27
San Francisco 27
Tianjin 26
Chennai 25
Washington 22
Guangzhou 20
Brussels 19
Denver 19
Manchester 19
Amsterdam 18
Changsha 18
Rio de Janeiro 18
North Bergen 17
Dearborn 16
London 16
Redwood City 16
Chicago 15
Hillsboro 15
Jinan 15
Ningbo 15
Atlanta 14
Frankfurt am Main 14
Munich 14
Tashkent 14
Wuhan 14
Dhaka 13
Lanzhou 13
Porto Alegre 13
Brasília 12
Brielle 12
Curitiba 12
Hangzhou 12
Mumbai 12
Ardabil 11
Poplar 11
Seattle 11
Belo Horizonte 10
Quito 10
Salvador 10
Basingstoke 9
Bologna 9
Changchun 9
Da Nang 9
Florence 9
Guayaquil 9
Johannesburg 9
Mexico City 9
Totale 10.015
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Nome #
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 1: Progetto e ottimizzazione 295
Architetture per ‹‹Progetto Sud›› alla 10.Mostra Internazionale di Architettura di Venezia 2006 288
A "deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations 276
Resonances detected on a historical tower under bells’ forced vibrations 276
A nonlinear numerical model of a historical slender structure 259
Ambient vibration testing and operational modal analysis of a historic tower 248
Ambient vibration testing and analysis of the bells oscillations of an historic masonry structure 242
Aluminium-Steel Energy Dissipators for Passive Protection of Structures 241
Sistemi di sicurezza meccatronici innovativi (cablati e wireless) per applicazioni ferroviarie, aerospaziali e robotiche (MASSIME) 238
A preliminary approach of dynamic identification of slender buildings by neuronal networks 238
Ambient vibration testing, dynamic identification and model updating of a historic tower 237
Il progetto di ricerca PON "STEM_STELO" 234
A procedure for the seismic risk assessment of the cultural heritage 234
Analysis of a mock-up of a new sustainable easy-assembling modular arch 231
Damage identification in truss structures 218
Some issues in the Structural Health Monitoring of a railway viaduct by ground based radar interferometry 217
A simplified beam model for the study of an historical bell tower: experimental tests and FE analysis 216
Dynamic behavior of a Historic Tower in Bari 213
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy 212
Experimental methodology for measuring the structural dynamic transmission damping of a cultural heritage tower 203
Design of the Set-Up for Ambient Vibration and Dynamic forced Tests on a Cable-Stayed Bridge 203
S.M.ART. BUIL.T.: a project for the risk prevention of historical heritage 200
Parameterization and Mechanical Behavior of Multi-block Columns 197
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 2: Prove di caratterizzazione 195
Seismic risk assessment of a medieval tower: The case study of Craco 194
The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame 193
Accurate model updating of a historic tower by means of dynamical experimental data 189
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building 188
Analisi di vibrazioni ambientali, identificazione dinamica e validazione del modello di una torre storica 188
Dynamic identification of the tower of the provincial administration building, Bari, Italy 179
Comportamento dinamico di nuovi dissipatori in alluminio e acciaio 178
Shear Panels for the Seismic Protection of Buildings 178
Correlation curves to characterize concrete strength by means of UPV tests 178
Smoothed "slack cable" models for large amplitude oscillations of suspension bridges 176
Trani Cathedral bell tower: dynamic identification and finite element model 175
Design Optimization of Aluminium-Steel Devices for Passive Protection of Structures 173
Risposta di edifici a sismi di tipo impulsivo in zone prossime alle faglie 172
Response of middle-rise steel frames with and without passive dampers to near-field ground motions 172
Dynamic testing of a historical slender building using accelerometers and radar 170
Operational Modal Analysis of a Historic Tower in Bari 169
Mechanical behaviour of steel frames subjected to near field ground motions 169
Structural identification and numerical models for slender historical structures 167
Mechanical behaviour of buildings under seismic input in near-field areas 166
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 166
Identification of the modal properties of a building of the Greek heritage 165
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 165
Optimal design of a new seismic passive protection device made in aluminium and steel 163
Preliminary analysis and characterization of a base isolator made with steel cylinders rolling on rubber layers 163
Performance of seismic shear panels under near-field motions 158
Dynamic Identification of the Collapse Mechanisms of a Masonry Arch 157
Dynamic Identification on an Irregular Structure 157
Experimental Investigations and Numerical Simulations for the Seismic Assessment of a Masonry Building 157
Identification of local damage in beams and frames 156
Dynamic behavior of new aluminum–steel energy dissipating devices 155
Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests 155
Concrete Structures: Latest Advances and Prospects for a Sustainable Future 153
Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors 153
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy) 153
Identification of the modal properties of an instrumented building 153
Una tecnica di regolarizzazione per la dinamica non lineare di strutture sospese: validazione agli elementi finiti 152
Design and performance of a hysteretic dissipator 152
On the response of r.c. buildings to near-field ground motions 148
Vulnerability analysis of a slender building made of coupled concrete and masonry materials 148
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower 147
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 147
Modelli continui non lineari per ponti sospesi soggetti ad azioni eoliche 146
Mechanical behavior of buildings subjected to impulsive motions 145
Unilateral behavior of the suspending hangers in the wind induced response of large span bridges 144
Satellite Data for Structural Monitoring of Historical Building: The Temple of Minerva Medica in Rome 144
The effects of the mechanical behavior of hangers on the nonlinear dynamical response of suspended structures 143
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data 143
Identification of the modal properties of a squat historic tower for the tuning of a FE model 140
Identification of the modal properties of an historic masonry clock tower 137
Measuring the modal parameters of a cultural heritage tower by using strong-motion signals 137
Optimal model through identified frequencies of a masonry building structure with wooden floors 134
Classification Algorithms for Damage Identification in Framed Structures by Means of Natural Frequencies 132
Numerical modal analysis and identification of a historical bell tower of the XVIII century 132
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions 129
Modal identification of localised damage in beams and trusses: experimental and numerical results 129
Structural identification and numerical models for slender historical structures 129
Nonlinear oscillations of suspended bridges and footbridges: a regularization technique for non-smooth hangers behavior 128
Dynamic analysis of a historical fortified tower 128
Selection Criteria of Experimental Setup for Historical Structures 126
Experimental Testing and Numerical Analysis of a Barrel Vault 124
Modal identification of damaged frames 123
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 123
Non-destructive characterization and identification of the modal parameters of an old masonry tower 122
Modal parameters identification on environmental tests of an ancient tower and validation of its FE model 122
The clock tower of Trani Castle: non-destructive monitoring and data analysis 121
Monitoring and structural identification of a “star-shaped” reinforced concrete bell tower 121
Dynamic identification and finite model updating of Trani Cathedral's bell tower 120
On the nonlinear behavior of r.c. buildings in near-field areas 118
MECHANICAL PROPERTIES OF HISTORICAL MASONRY WALLS THROUGH FLAT JACK TESTS 117
On the dynamic response of suspended footbridges 117
The seismic response of a multi-drum stone colonnade 116
Prediction of resonantly forced vibrations for suspended footbridges 113
Optimal model of a masonry building structure with wooden floors 110
On the dynamic response of suspended footbridges 108
ON THE ASSESSMENT OF MASONRY STRUCTURES 102
NON-DESTRUCTIVE TESTS FOR THE ASSESSMENT OF R.C. BUILDINGS 102
Totale 16.833
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Categoria #
all - tutte 67.407
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 67.407
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022867 0 0 0 0 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
2025/20266.904 168 812 545 980 446 605 1.565 930 283 253 196 121
2026/20271.560 92 165 450 616 237 0 0 0 0 0 0 0
Totale 17.520