POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
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Continente #
EU - Europa 5.408
NA - Nord America 5.219
AS - Asia 4.019
SA - Sud America 771
AF - Africa 61
Continente sconosciuto - Info sul continente non disponibili 15
OC - Oceania 15
AN - Antartide 1
Totale 15.509
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Nazione #
US - Stati Uniti d'America 5.061
RU - Federazione Russa 2.186
CN - Cina 1.356
SG - Singapore 1.151
IT - Italia 728
BR - Brasile 637
IE - Irlanda 534
UA - Ucraina 460
HK - Hong Kong 385
VN - Vietnam 282
DE - Germania 262
TR - Turchia 228
SE - Svezia 227
KR - Corea 210
BG - Bulgaria 201
FR - Francia 200
PL - Polonia 170
GB - Regno Unito 136
JP - Giappone 130
FI - Finlandia 129
CA - Canada 93
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 24
BE - Belgio 22
IQ - Iraq 21
IR - Iran 21
ID - Indonesia 19
NO - Norvegia 18
EU - Europa 15
UZ - Uzbekistan 15
VE - Venezuela 14
PY - Paraguay 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
TT - Trinidad e Tobago 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
Totale 15.504
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Città #
Dallas 704
Jacksonville 582
Singapore 560
Dublin 530
Chandler 476
Moscow 412
Hong Kong 383
Ashburn 327
San Jose 246
Ann Arbor 237
The Dalles 218
Hefei 217
Nanjing 215
Seoul 207
Sofia 201
Izmir 194
Rome 187
Malden 163
Warsaw 163
Boardman 150
Bari 143
Santa Clara 140
Tokyo 127
New York 114
Ho Chi Minh City 108
Kent 102
Nanchang 97
Bremen 95
Lawrence 95
Lauterbourg 88
Wilmington 86
Beijing 76
San Mateo 73
Ogden 68
Hanoi 60
Helsinki 56
Los Angeles 55
São Paulo 52
Orem 50
Shenyang 49
Milan 48
Hebei 44
Council Bluffs 41
Brooklyn 40
Woodbridge 36
Kunming 33
Houston 29
Ottawa 29
Jiaxing 27
Shanghai 27
Toronto 27
Tianjin 26
Chennai 25
Columbus 25
San Francisco 24
Montreal 21
Guangzhou 20
Brussels 19
Manchester 19
Amsterdam 18
Denver 18
Rio de Janeiro 18
Washington 18
Changsha 17
Dearborn 16
Redwood City 16
Hillsboro 15
Jinan 15
Ningbo 15
Frankfurt am Main 14
Munich 14
Phoenix 14
Tashkent 14
Wuhan 14
Dhaka 13
Lanzhou 13
Porto Alegre 13
Brasília 12
Brielle 12
Curitiba 12
London 12
Mumbai 12
Ardabil 11
Poplar 11
Atlanta 10
Belo Horizonte 10
Hangzhou 10
Quito 10
Salvador 10
Basingstoke 9
Changchun 9
Chicago 9
Da Nang 9
Guayaquil 9
Johannesburg 9
Mexico City 9
Mountain View 9
Seattle 9
Vienna 9
Zhengzhou 9
Totale 9.172
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Nome #
Architetture per ‹‹Progetto Sud›› alla 10.Mostra Internazionale di Architettura di Venezia 2006 272
A "deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations 259
Resonances detected on a historical tower under bells’ forced vibrations 259
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 1: Progetto e ottimizzazione 248
Ambient vibration testing and operational modal analysis of a historic tower 230
A preliminary approach of dynamic identification of slender buildings by neuronal networks 226
A nonlinear numerical model of a historical slender structure 222
Ambient vibration testing and analysis of the bells oscillations of an historic masonry structure 221
Ambient vibration testing, dynamic identification and model updating of a historic tower 219
Aluminium-Steel Energy Dissipators for Passive Protection of Structures 218
A procedure for the seismic risk assessment of the cultural heritage 216
Sistemi di sicurezza meccatronici innovativi (cablati e wireless) per applicazioni ferroviarie, aerospaziali e robotiche (MASSIME) 214
Analysis of a mock-up of a new sustainable easy-assembling modular arch 210
Damage identification in truss structures 202
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" 194
Parameterization and Mechanical Behavior of Multi-block Columns 185
Design of the Set-Up for Ambient Vibration and Dynamic forced Tests on a Cable-Stayed Bridge 183
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 180
Experimental methodology for measuring the structural dynamic transmission damping of a cultural heritage tower 177
Accurate model updating of a historic tower by means of dynamical experimental data 176
Seismic risk assessment of a medieval tower: The case study of Craco 173
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
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 2: Prove di caratterizzazione 170
Analisi di vibrazioni ambientali, identificazione dinamica e validazione del modello di una torre storica 170
Comportamento dinamico di nuovi dissipatori in alluminio e acciaio 170
Dynamic identification of the tower of the provincial administration building, Bari, Italy 166
Correlation curves to characterize concrete strength by means of UPV tests 165
Smoothed "slack cable" models for large amplitude oscillations of suspension bridges 163
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 155
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
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 151
Shear Panels for the Seismic Protection of Buildings 150
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
Dynamic Identification on an Irregular Structure 138
Identification of local damage in beams and frames 138
Mechanical behavior of buildings subjected to impulsive motions 138
Experimental Investigations and Numerical Simulations for the Seismic Assessment of a Masonry Building 138
Design and performance of a hysteretic dissipator 138
Identification of the modal properties of an instrumented building 137
Identification of the modal properties of a squat historic tower for the tuning of a FE model 132
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy) 132
Concrete Structures: Latest Advances and Prospects for a Sustainable Future 131
Vulnerability analysis of a slender building made of coupled concrete and masonry materials 131
Dynamic Identification of the Collapse Mechanisms of a Masonry Arch 130
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 130
Satellite Data for Structural Monitoring of Historical Building: The Temple of Minerva Medica in Rome 129
Modelli continui non lineari per ponti sospesi soggetti ad azioni eoliche 128
Measuring the modal parameters of a cultural heritage tower by using strong-motion signals 127
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
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower 123
Preliminary analysis and characterization of a base isolator made with steel cylinders rolling on rubber layers 123
Optimal model through identified frequencies of a masonry building structure with wooden floors 123
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
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions 122
Dynamic analysis of a historical fortified tower 121
Modal identification of localised damage in beams and trusses: experimental and numerical results 121
Nonlinear oscillations of suspended bridges and footbridges: a regularization technique for non-smooth hangers behavior 120
Numerical modal analysis and identification of a historical bell tower of the XVIII century 118
Structural identification and numerical models for slender historical structures 117
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
Dynamic identification and finite model updating of Trani Cathedral's bell tower 114
Experimental Testing and Numerical Analysis of a Barrel Vault 114
Selection Criteria of Experimental Setup for Historical Structures 114
Non-destructive characterization and identification of the modal parameters of an old masonry tower 113
Classification Algorithms for Damage Identification in Framed Structures by Means of Natural Frequencies 112
Modal parameters identification on environmental tests of an ancient tower and validation of its FE model 112
On the nonlinear behavior of r.c. buildings in near-field areas 111
On the dynamic response of suspended footbridges 111
MECHANICAL PROPERTIES OF HISTORICAL MASONRY WALLS THROUGH FLAT JACK TESTS 105
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
The clock tower of Trani Castle: non-destructive monitoring and data analysis 104
On the dynamic response of suspended footbridges 103
ON THE ASSESSMENT OF MASONRY STRUCTURES 95
NON-DESTRUCTIVE TESTS FOR THE ASSESSMENT OF R.C. BUILDINGS 94
Totale 15.163
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Categoria #
all - tutte 59.566
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 59.566
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021108 0 0 0 0 0 0 0 0 0 0 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
2025/20266.675 168 812 545 980 446 605 1.565 930 283 253 88 0
Totale 15.731